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pitkin.bldg.273728300006
DOCUMENT LAYOUT Certificate of Occupancy or Letter of Completion (most recent project) Permits Final Inspections Any Supporting Documents Site Plans (no architectural plans) If there are previous projects they will follow in the same order. ~: ~^^ ~~~~' PITKIN COUNTY COMMUNITY DEVELOPMENT December 13, 2005 Re: Parcel #2737-283-00-006 Owner: Parvenir Company, LLC In Reference To: Address Correction To Whom It May Concern I have completed an address correction for the above parcel. In accordance with our numbering system, the property was changed from 190 Popcorn Ln to 18SPopcorn Ln. This number assignment is based on the mileage given from the origin of the road to the access driveway of the property and its position between existing addresses. As part of the address assignment process, an e-mail was sent to vazious city and county public service and safety departments to establish this address as official. If you have any further questions regarding this property address, please feel free to contact me Sincerely, AnnMazie Prince (970)920-5269 Administrative Assistant Pitkin County Community Development .... _.,.. .A... a J ~.... +ttTM"w.:,r., n^a am-.:.9..ygrv,.n ®~~ May. 19. 2009 1:06PM CLIMATE CONTROL COMPANY No. 54u3 P. 1 IVIECHANI~AL PERMIT` APIPLIC~TION ASPENAPITKIN COMMUNITY DEVELOPMENT OEtP:gFiTMENT PITKINCOUNTY CITY OF ASPEN ^ ~~~~' ~ ,~~c^ 130 S. Galena 970!920-552 970 / 920-5090 -LI-V Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 1nspectiori line ` PERMIT NO. ~' lumbing/Mechanlcal or removal at the appf IS 9EtN(i IN99'AI 'I CI Joe ADDRESS .. 1 - S ~t`JPCD2h L /~SQP~ 2 OWNER MAIL ADDRESS ZIP ~ ~ ~ ~ PHONE QIF)I'J RvPn i R ~ • (.1G D~ 12d s-le S1b:13 - 9Y~-!o9/3 - OWNER'SREPRE3ENYATIVE~ MAILADDRESg - - PHONE LICENSE NO. ' r . .. MECHANICAL CONTRACTOR. -- MAIL ADDRESS PHONE LICENSE NO. Co> m l ~P ` r r~, o x ~a>',z 8i~~i 3~9-Nr~ i - 8 r USEOF BUILDING GENERAL CONTiC70R ~ ~ BUILDING PERMRNO. C.~/G2 cuss of woRK; (.~ NEW ^ ADDITION _I ALTERATION '~ REPAIR IS there a restaurant in this building? Ves ~ No WILL PENETRATIONS BE IAADE INFIRE RESISTIVE C ONSTRUC710N?: ~~ ~ - e ~ ^ Yes, wlli require a plan rnvlew, Ip~`I Nq Does this bwlding'require HPC review? Yes '_1 No .. ,..,.:.. _w .,. DgscAlBEwoRK~ ' ' L 3 CO ` Type of Fuel: OII ^ Natural des ^ LPO ^ 1 : P.R~S T > D e & PERMIT S - FEE No. Type at Equipment 'Fee 1~e one e !z$t0') U ~V~ ~ forcedWrSystems-Graviry$ystems=B.T.U.' "' ~ Wall, Suspended o~Unri NeaR'eia ~ '~` h i2q T ~S e ~ s (% i Dryer Vent Lc . ' APPllance Vent ...... . ( ( ~~~ 1 !~ 01 M7 ASS rOJ % B R ' , Htg., efrig Cooling, Absorption Unh ADDITIONAL MECHANICAL PE MIT MAY BE REgUI E Repair, AkerebOn Or AddBioD t0 E%ieting System 8oiiera (nClutlea venff B.T.U. AFUE% SPECIAL CONORIONS: Alr Hendling Unt- CP.M. . ~ _ Evaporative Coo)ers -' . VentiletloDFan Range Hood APPLIC O !~ ^ ! ' , NPG PLANS APPROVED (gag "plpng• AGCE % / CHECKED: FOR ISSUANCE l/ / / er By B . Oae L-- or Appliance ~ , ,..-.. y gY t _. OdIG -p OBIG D abe /"I 4N 0 Plan Revl®w $ - NOTICE Fixture Fee 5 ~i Ib N R C _ 1S NNOT COMMENCED WITHIN 2 O N7 S, OR ~ CONSTP O7 ~ON OR'WORK iS - PeQnn $ o C SUSPENDED OR ABANDONED FOR A'pERIOD OF ie0 DAYB AT ANY 17ME AFTER I WORK IS COMMENCED SUBTOTAL $ - . lHEREBY GERTIFYTH TI H V R ' USe Tax $ A A E EADAND EYFMINED f}IISAPPL(CA7fOty AND KNOW7fiE SAMETO BE7gUEAND CORNECTALLPROVI3IDN5OF LAWSANOORpIt7ANCE5G'OVEAN- TOT AL FEE $ INO THIS TYPE OF WORK WILL BE COMPLIED W(M WHETHER SPECIFIED HEREIN ORN07. THEORANDNO- ERMnDOES NOT PRESUME TO ONE AUTHORIlYTO VIOLATE OR ...c ,~ - PAYMIENT OkP1TICIN COUNTY USETAX CANCEL OVISIONS OF ANV ER STATE OR LOCAL CAW REGUI-RING CON• STRUCTI - ^ MONiNLV Oq QUAg7ERLY gt`R,IRNSVViL"L BE $UBMITt'E0. ' THEp ORMANC FgONSTAUCTION. I ^ DEPOSIT MEfHOD•OSYe OF 25%OF'{HE PERMR LA90`q'pNp MATERIAL4~ S-`~ ~ VALUATION PAID AT ISSUANCE. A FINAL REPpRr ON7C7AL ACTCIAL COST MUST' ' sIGNATUREO OMPAC7oRtlp uoR¢ED AOEm BE FILED WITHW BO DAYS OF $UBSTANTIAL OCMPCE4tbN OF WORKIvVD/OR 41~qq • (DATO ~ a ISSUANCE OFTHECEFRIFICAYE OF OCCUPANCY. VALI7A'1`I6F7'~ t~((~ LV ! ~ 3gy • `/(v o ,_ • ~ `~ ~P/ ^ IXEMRn STATE & PITK(N COUNT' RE$gLE N0 PRINT NAME ..,. . EXEMPi'ORGANI7ATION" O 8 D U I N OU NiYI U&IECT O THEO6Y6 USETAX PpO ERiv EN Mqv aiONArURE OF OWNE U S BE PLACED ON THE OW ' R (IP OWNERBUII~ER1 !DATE) NER SAND/OR YHE CONTRACTOiS'S DROPEgTY WHEN LSE TAX IS NOT PAID. ~.~ io vse ram uepostt velltlatlon COPIES: WHITE-FILE COPY YELLOW-APpLICAN7 CList.rpt '009 8:18 52AM .. .a,. Permit# 0080.2009. PM EC Type: 428 Inspection Check List COUNTY OF PITKIN Inspection Schedule for brii Scheduled for June 23, 20 FINAL MECHANICAL Notes: call 45 minutes ahead Comments: 9 ~{ -'['CQ~' t_' .-rte Time: 08:00 ,.,-,., ,y ..._ ~ ,. a 1 -Accepted 2 -Accepted as Note 3 - jetted 4 -Partial/Not Complete Reinspection Fee $ u..am ~ far u)GJU-VV/ ~ 185 POPCORN LN Contractor: CLIMATE CONTROL COMPANY Owner: PARVENIR COMPANY LLC ' Page: 3 P Page: 3 Ins' action Lne:920-5532 .............. ~ ~ a, ~., ~~~ +~t5 m a.e.,;f'4 ^v W,.,tr~..;rA"A rir. ~vfi ~9 +'& ~~.c.°. e,. ur+At~~-.e: =nwCGK3.k.9!.°"*.J,4?+a*~v~„ns ab.'Y :a+v~,u. Certificate of Occupancy Pitkin County Community Development Department. Thiscertificate issued pursuant to the requirements of the 2003 edition section 110 of the International Residential Code. It certifies that at the date of issuance, thestructiireas described below was in compliance with the varidus resolutions and ordinances regulating building construction and use in this jurisdiction. Use Classification: ~ SFR I Building Permit: 0414.2004.prrb Building Address: 0185 PQPCORN LN " ASPEN C0 81611 - Owner of Building: pARVENIR COMPANY LLC , Owner Address:, 90 CABALLO'RD ` CARBONDALE CO 81623 ' Group: IRC>5000 Type of Construction: ~ V-B Use-Zone: AFR-10 Description: - ' PARCEL 1D 273728300006 7,720 SQUARE FOOT TWO-STORY RESIDENCE WITH A BASEMENT INCLUDES ONE ATTACHED 639 SQUARE FOOT HEATED THREE-CAR GARAGE, SIX BEDROOMS, FIVE . FULL BATHS, ONE 3/4 BATH'; TWO 1/2 BATHS, AND ONE KITCHEN. SPRINKLERED. Comments & Restrictions: - HEARING OFFICER DETERMINATION 039-2001. ADMINISTRATIVE DECISIONS 17-2004, , 54-2004,:AND 23-2005. 1041,HAZARD REVIEW SITE PLAN RECORDED AT BOOK 63 PAGE 60; AMENDED, BOOK 68 PAGE 85; 2ND AMENDED, BOOK 70 PAGE 24; 3RD AMENDED, BOOK 73 PAGE 76. TWO GAS LOG FIREPLACES AND FOUR GAS FIRE/PJ~ACE APPLIANCES. 4,000 SQUARE FEET OF SNOWMELT. lef Building Official Da e i Note: In all occupandes, except ft, mis certificate must be posted In a conspicuous place near the main exit on me premises for which it Is Issuetl. Any alteration or use of these described premises or portion therao(without the written appmvel of the Builtlih9 Omtlal shall negate this C.C. and subject it to ravdcation. ~x4 ~^.. N ...4 ` F ~ ~ / w i ASPEN *PITKIN COMMU ITY DEVELOPMENT DEPARTMENT,_PERMIT APPLICATION ~ 1 ~ Y CITY OF ASPEN ^ ~ ~ ~ PITKIN COUNT - - 5090 970 / 920 130 South Galena 970 / 920-5526 " General Aspen, CO 81611 970 / 920-5532 Inspection Line .970 / 920-5448 Jnspection Line PERMIT N0. y/ Permit Applican numbered spaces only JOB ADDRESS - CLG D CO LEGAL 2 LOT NO. BLOCK TRACT OR SUBDIVISION SEE ATTACHED SHEET) _ . Desc. DE OWNER ' MAIL ADDRESS - 21P PHONE 3. Q1~-V~yt~ COMP4V`( ~.l~C OCS~O G4i~4uA ~.9k.Bo~but,U* CO 8623 °I~3 •`~1 C~ _ y r ~ ,/~} F N ~ OWNER'SAUTHORIZEDAGENT ""MAILADDflESS PHONE LICENSE NO 4. fiJA~11~ ~c~HysTbti..~ asRCd~'rS 41c~ G.Coc>pa~'1.~6 ~~ °125•,x' C-S~~S MH ~ CONTRACTOR MAIL AODRESS PHONE U ENBE NO rT•t ~q 15~ ~'-OV 6 0 ~q~.~'~SL~'O ^ ~w4tsS S~aG ~CirL¢I 5 J ~ " C `~ MS '~ ~ • S 1=,1 CZ- 1 S ~ RF ARCHITECT OR ENGINEER OF RECORD ~ MAILAbbkEBS """'"" r """' """"'~"" PHONE LICENSE NO 6. D4YIp J~ySC~N A'~S~ 4c~ ~-1-000~c'?A6 ~ °It.5.3A~'W- G51-'15 SN CLASS OF WORK 7 ENERGY COOS E ~ ~ SE TAX ~ CENSUS CODE G.I.S. FEE 0 ' • ~fNEW ^ ADDITION ^ ALTERATION ^ REPAIR ^ ` r /~ ~ ~ Z~ 1 . Y usE OF BUaDING SINGLE FAMILY ^MULT-FAMILY $~ ^ COMMERCIAUR SIDENTIAL ^ COMMERCIAL ^ OTHER PLAN CHECK FEE [,~ / EpMIr FEE ~~ aI, zuNmu rl:E ~~ VALUATION OF WORK 9. $ 2~000~00~°-° EXISTING SD. FOOTAGE 10. SQUARE FOOTAGE THIB'ZtjO~'F Type of Construction ~ ~' Occupancy Group . 3 Lot Area 11. Is there food sernce In this budding ^ ves o Size of euildin r trmal squareFgt) No. of Stories / Oce. Loatl d? ^ vES No LPG 12 I ? ~ 02 6 ~ ~S~ 2 w use . s ' OF BEDROOMS NO Use 2ona ^ . No Fire Sprinklers Required? es 13. Parcel ID# call 920-5160 ~-] ~j-( ~i~ry7' ~(~' ~~~ ExisrlNG A ED TT ~~~/ V Alarm System Required? ^Ves ^No 'sA7F 1 ~I-~`I 14. Description of Work ryori ~~bW ~A{Mlh+( ~'S': ~ No. of Dwelling Units OFFSTREET PARKING SPACES ;/ -- - - ~ Coveretl Uncoveretl •o /~ . s~.° i C / w .~ A ~ SPECIAL APPROVALS REQUIRED AUTHORIZED BY DATE PREBUBMITTAL APPLICATION ACCEPTED By r ~ r w-~ -. BY H.P.C. PARK DEDICATION ENVIRO. HEALTH eV ,// 1 I I PARKS VTE tI°'~l"1 (DATE ~/t~5r/~~`fl DATE lrVIUT (DATE ~'"r°l NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENITILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN t2 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANV TIME AFTER WORK IS COMMENCED. ~. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OFLAWS AND ORDINANCES GOV- OF A TH STATE OR LOCAL LAW REGULATING CON- M OF ONSTRUCTION. IT IS MV RESPONSIBILITY TO COMMEMS THAT ARE CONTAINED THEREON A /OR PROJECT IS BUILT IN COMPLIANCE WITH ALL SIGNATURE OF OWNER pF OWNER BUILDER) '~~_II (DATE) THIS F(~A IS A PERMIT ONLY '+VHEN VALIDATED ~~ \q;OjiK: Energy Cotle Fee 7/ Plan Check Fee G'! Zoning Fee r GIS Fe I .., / 7° s WATER TAP til` ASPEN CONSOL. SAN. DIST. p O,JfI .i.f J PAfMENT OF PITKIN COUNTY USE TAX 'i'ce`/q" °" ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED ,~. ~``~., ^ DEPOSIT METHOD .5%OF 25%OF THE PERMIT VALUATION PAID ; ~ r / AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST BE FlLED W ITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF ' WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. ^ EXEMPT EXEMPT ORGANIZATION ^ RESALE: STATE &PITKIN COUNTRY RESALE N0. ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE .5% USE TAX. PROPERTY LIENS MAV BE PLACED ON THE OWNER'S AND /OR THE CON- TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID RTED WITHOUT PERMIT WILL BE DOUBLE FEE Permit Fee /~q, -,l)sy Tax Dep it Fe Other Fees ~~~ ~~ \./ WHITE-FILE COPY CANARY-APPLICANT ~' 'p ASPEN ~ PITKIN COMMUNITY EVELOPMENT DEPARTMENT PERMIT APPLICATION PITKIN COUNTY ~ CITY OF ASPEN ^ 130 South Galena 970 / 920-5526 970 / 920-5090 S , ' . ~j Aspen, CO 81611 970 / 920-5532. Inspection Line 970 / 920-5448 Inspection Line PERMIT Genera Anolicant to comolete numbered soaces only Permlt JOB ADDRESS 1 . Pj •~ LEGAL 2 LOT NO. BLOCK TRACT OR SUBDIVISION (^SEE ATTACHED SHEEr) • Desc. DH OWNER MAIL ADDRESS ZIPyI~,~'x) ...PHONE FD 3. f cv, yl.3-C:31~ t+z <' e ~ { yr~ ~ ~ l ~ , . r ~a i ; FN R' TH RI A NT MAIL ADDRESS PHONE LICENSE NO W O NE S AU O ZED GE 4. c. • ~3'`/ • ~ 75 'z Giz t ~ ~ ~ -' - ' r MH 2 ~ S ~ C:,~ r c r i I>7 - , -r 2 CONTRACTOR MAIL ADDRESS PHONE ~~~• Jyf.J,14ENSENO f{~ua L (CCliCCJJ 5 ~ MC, ~~77 le3 . ,~, I~Cr~ •--~.. .7oc~o c_c..1 iZ~ i~ ~~ ... .- ~ r RF 6 ARCHITECT `OR ENGINEER OF RECORD MAIL ADDRESS ~,~`.~j PHONE LICENSE NO pp ~~ A~JI So (tC G, e({fir tt - ecA:~P' ~- iiiP z;.l. 125''~`!~ z'~~ 1~ CLASS OF WORK a/ 7• ^ NEW ^ ADDITION ~Ip.ALTERATION ^ REPAIR ^ ENERGYC DE FEE ~ /X USETAX CEN US CODE G.LSi {F E A 1 n Z . _' ~ 1 -` I / D SINGLE FAMILY ^MULTI FA ILY PIAN CH E CK FEE PERMIT FEE Z NIN F - M USE OF BUILDING 8 ~ J O G EE ~ ' ^ COMMERCIAURESIDENTIAL ^ COMMERCIAL ^ OTHER -S I Q~ /til r L V v~•• ~f ~ ~ f\i-1 IJIJ ~ VALUATIONO WORN '= 9 EXISTING SD. FOOTAGE SOUAREFOOTAGE THIS PERMIT TYPO Of Construction Occupancy Group Lo[Aree O RI . $ ~ 10.~~CoDLK 'cGr~~S~ ~ , 11. Is there food service in this buildin ^ yes O NO 9 s:egrBqudmq Rotal square R) Nq. grstgries oee. Lqad v = 0 12. Is LPG used? ^ Yes ~NO ~ /% ~~' ~ 2 ` f ' ' ` m -t yo ' NO OF BEDROOMS U Z . one se Fire Sprinklers Required4 Yes ^Nc q ty ~y~. 13 Parcel ID#ca11920-5160 ~(3 %' V ~ ~{/i~ C ~ ~- E%ISTING aDDEp l ^ /' . . [% j / l / ir ~ / 1 V ' V / $ 1 glazm System Requiretl? ^Ves ^No 14. Description of Work ~~ ' ~~ ~fl No. of Dwelling Units OF F 7 REET PARKIN G SPACES ~ j N~~ Covered uncuverea ` ~ ' O ~ ~ ~ .~ + n ,.` 2;~ ~q 2 ~„ { ECIAL APPROVALS PEQUIRED AUTHORIZED BY DATE ~ - -' ~ '1 L ) _ _ /~ r - .C/ pp terry y J' r! IL.cL> . t~ I IIjG~s Ct ~ o -o~ H,~„...„.w.... __ PARK DEDICATION PREBUBMITTAL APPLICATION ACCEPTED PUNS CHE Kp ED gppnOVEDF ISSUANCE ENVIRO. HEALTH - ~ ~/~I~--(yy~- ~ ENGINEERING BV yf BY ~° BY \ BV v PARKS /1 ~ ~ ~ /r f I ~ ~ NATURAL RESOURCES D/QE DATE / DATE DATE FIRE MARSHAL ~ NOTICE WATER TAP (y 4 SEPARATE PERMI ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING ` OR AIR CONDITIONING. gSPEN CONSOL. SAN. DISr. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS OTHER NOT COMMENCED WITHIN t2 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENbED OR ABANDONED FORA PERIOD OF 780 DAYS AT ANY TIME AFTER WORK IS COMMENCED. PAYMENT OF PITKIN COUNTY USE TAX I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE ^ MONTHLY OR QUARTERLY RENRNS WILL BE SUBMITTED. SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOY- y ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR ^ DEPOSIT METHOD.5%OF 25%OF THE PERMIT VALUATION PAID NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- qT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. IT IS MV RESPONSIBILITY TO BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF REVIEW THE APPROVED PLANS AND ANY COMMENTS THAT ARE CONTAINED THEREON WORK AND /OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. AND SEE THAT THE STRUCTURE AND/OR PROJECT IS BUILT IN COMPLIANCE WITHALL APPLICABLE CO DES ,;y ^ EXEMPT: EXEMPT ORGANIZATION - ^ , ~~~dy~l~'~7 ~L,~Y/OL~ ^ RESALE: STATE &PITKIN COUNTRY RESALE NO. '. sIGNAT-RE OF CONTRACTOR IDATF ANYONE WHO USES AND / OR CONSUMES BUILDING MATERIALS AND FIXTURES IN "mod / qQ /Zf/~I NJr^ PITKIN COUNTY IS SUBJECT TOTHE.5%USETAX. IM NAME PROPERTY LIENS MAV BE PLACED ON THE OWNER'S AND /OR THE CON- TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID SIGNATURE OF OWNER (IF OWNER BVILDER7 (DATE) ~rgy Cotle Fee ~, THIS FORM IS A PERMIT ONLY WHEN VALIDATED Plan Check Fee Zoning Fee GIS Fee r / ! i /i//'. WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE Permit Fee Use Tax Deposit Fee Other Fees C '~J 6~ / D~ L..^. WHITE-FILE COPY CANr / , OU CITY OF ASPEN ^ 130 South Galena 970 / 920-5526 970 / 920-5090 ~O$, Z(~S, Pr a// Aspen, CO 81611 970 / 920-5532 Inspection Line 970 /920-5448 Inspection Line PERMIT NO Applicant to complete numbered spaces only 1 General Permit JOB ADDRESS 1. l9o PD,~7oiZfi/ ~~ 9~so~v cao~vro BD - . LEGAL LOT NO. BLOCK TRACT OR SUBDIVISION (^SEE ATTACHED SHEET) t • DEBC. D 3 OWNER /0~~~/~ MAIL ADDRESS ZIP PHONE Y ~D. /~GC FD OWNER'S AUTHORIZED AGENT MAIL ADDRESG PHONE LICENSE NO FN CONTRACTOR MAIL ADDRESS PHONE LICENSE NO 1111Q s. ~ owes e~rsPOM NoM~ yys=y~ r1I~J RF ARCHITECT OR ENGINEER OF RECORD MAIL ADDRESG PHONE LICENSE NO 6. aYiO T N A!K T,G~iS y2~-3~y SN CLASS OF WORK 7 ENERGY CODE FEE USE TAX CENSUS CODE G.LS. FEE ~ ^ NEW ^ ADDITION ^ ALTERATION ^ REPAIR ^ /~ / /1.. Y.'~ ` T f ~ yQ- I~%!Y' useoFeuILDING SINGLE FAMILY ^MULTl-FAMILY PLA cK PERMIT FE ' z ONING FEE $' ^ COMMERCIAURESIDENTIAL ^ COMMERCIAL ^ OTHER ~ l~ , '''CCC l ~ NI , ~ iAY~+ ' VALUATION OF WORK 9 IXISTING SO. FOOTAGE SQUARE FOOTAGE THIS PERMIT Type of Construction Occupancy Group Lot Area I . ~ 10• I I 11. Is there food service in this building ^ vas ^ No sire pr Bmmi ~ Np. pr stpaep opp. Loaa ; (Total square t) 12. IS LPG USed~ ^ YES ^ NO j NO.OF BEDRO OMS ose xoae fire Sprinklers Requiretl? Yss ^No e 13. Parcel ID# call 920-5160 2~3~'1 EXISTING ADDED a p~ Alarm System ReQUiretl? ^Ves ^NC ~ u 14. Description of Work e (~ Z R/~R No. of Dwelling Untts OFFSTREET PARKING SPACES Cwezed pncovesed iNd MA c ! SPECIAL APPROVALS REQUIRED AUTHORIZED BY DATE ZONING t H.P.C. PARK DEDICATION PRESUBMITTAL APPLICATION ACCEPTED PLANS CHECKED • APPROEDF RISSUANCE ENVIRO. HEALTH //1 ~ ENGINEERING BV _ ~ BV ~ BY BY PARKS / DATE L ~ V I DATE aD NATURAL RESOURCES DATE GATE FIRE MARSHAL NOTICE WATER TAP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. ASPEN CONSOL. SAN. DIST THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS OTHER NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORAPERIOD OF 180 DAYS AT ANY TIMEAFTER WORK IS COMMENCED. PAYMENT OF PITKIN COUNTY USE TAX I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE ^ MONTHLY OR QUARTERLY REn1RNS WILL BE SUBMITTED SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOV- . ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHERSPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORffV TO VIOLATE ^ DEPOSIT METHOD .5% OF 25% OF THE PERMIT VALUATION PAID OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- qT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST STRUCTION OR THE PERFORMANCE OF CONSTRUCTION: IT IS MY RESPONSIBILITY TO gE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF REVIEW THE APPROVED PLANS AND ANV COMMENTS THAT ARE CONTAINED THEREON WORK AND / OR ISSUANCE OF THE CERTIFICATE OFOCCUPANCV AND SEE THAT THE STRUCTURE AND/OR PROJECT IS BUILT IN COMPLIANCE WRH ALL APPLICABLE CODES ^ EXEMPT: EXEMPT ORGANIZATION ~~~~ n ~ ^ RESALE: STATE &PITKIN COUNTRY RESALE NO. ~slc RE OF CONTRACTOn I°ATE' ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN I2ST0/ /"tr ~n~~ PITKIN COUNTY IS SUBJECT TO THE.S%USE TAX. PRIM NAME PROPERTY LIENS MAYBE PLACED ON THE OWNER'S AND /ORTHE CON- TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID SIGNATURE OF OWNER IIF OWNER BUILDER) IDA'rl~ THIS FORM ISA PERMIT ONLY WHEN VALIDATED Energy Code Fee Plan Check Fee ZohingFee GIS Fee B~ ASPEN *PITKIN COMMUNITY~DEVELOPMENT DEPARTMENT PERMIT APPLICATION PITKIN C NTY. WORK STARTED WITHOUT PERMIT WILLBE DOUBLE FEE Permit Fee REMP Fee Use Taz Deposit Fee ~ ~ ~. s _.,~_I .. L. ~ ~ .~...~ Other Fees WHITE-FILE COPY CANARY-APPI IGANT ASPEN ~ PITKIPN COMOMUNI ~ DEVELOPMENT DEPARTMENT` PER IT pPI~LiT~AT10N CITY OF ASPEN ~ ~ f.~(~~~"1 /? ,1 130 South Galena 970 / 920-5526 970 / 920-5090 ~) General Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PERMIT NO. Aoolicant to comolete numbered spaces onlM Permit 1. i'© N rsu ~ LEGAL LOT NO. BLOCK TRACT OR SUBDIVISION ~ 2. DESC. (^SEEATTACHED SHEET) CO ~ OWNER '1`U' ~/ v l ~` ~ 1 ^ MAILADDRESS ZIP PHONE 3.3~ ~ ~ /-~ ~/ S Z~O w~ I~.t~ o©qo /Cap,,~4/~1n~0.r~ G ~/C~ /-Cp ( z3 ~~~ 4. O~V ~~OR~uivsroN At~cc-~ ~iA~~ RCiS• e'.VYL IS ZBb ~t~ N ~_LI~~ NO ~ IYI~ CONTRACTOR MAILADDRESS PHONE LICENSE NO MS 5• /UC -~ 08~ CoUA•~" rJ, ~ S ~ GPI ~ S~4o RF ARCHITECT OR ENGINEER OF RECORD MAILADDRESS (.t~~OD LICENSE NO CLASS OF WORK ENERGY CODE FEE TAX CE US OD G.I.S. FEE O 7• ^ NEW ADDITION ^ ALTERATION ^ REPAIR ^ 1 Z USE OF BUILDING SINGLE FAMILY ^MULTI-FAMILY PLAN CHECIK F~EE'/, 00 PERMIT FEE ZONING FEE n 8• ^ COMMERCIAL/RESIDENTIAL ^ COMMERCIAL ^ OTHER 1, > 73 -"' ~d °-~. 1 VALUATION OF WORK EXISTING 54. FOOTAGE SQUARE FOOTAGE Type of CoYYYYYYnstmcPiDn Occupancy Group Lot Prea ~ 9. ~j - 10• T}IIS PERMR r ~2 STJ ~ 'O 11. Is there food service in this buildin ^ YES NO Sme of euildin No. of stories Occ. Load = 9 ~ (Loral Square F°t) O 12. Is LPG used? ^ ves ENO No.oFBEDROOras qee :oae m Flre Sprinklers Required? NC]Ves ^NO 13. Parcel ID# call 920-5160 3 ~ ~ E%ISTING ADDED //^~` V~~ _' (, Alarm system Requimtl4 ^Yes ^Np 14. Description of Work ~~r- No. of Dwelling Uni[s OFFSTREET PARKING SPACES coverea uncoverea / //1 !r/,' r-I r ~ a SPECIAL APPROVALS REQUIRED AUTHORIZED BV PATE rJi UUV~/Lg A~ //J~ ~ '_ ZONING ~v °' V' -' ~ H.P.C. ~ r PARK DEDICATION ENVIPO. HEALTH i PRESUBMITfAL APPLI TION ACCE D PLANS NECKED APPROVED FO ISSUANCE 1 ENGINEERING BY ~ BV BY, Il ~. 6Y y PARKS ~\ ,., / ti. [ aB NATURAL RESOURCES ~' E `lJ DATE OATS /ll DATE FIRE MARSHAL.-,. NOTICE WATER TAP (~ SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING ASPEN CONSOL SAN. DIST. OR AIR CONDITIONING. n THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS OTHER '~,~ NOT COMMENCED WRHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED ORABANDONED FORAPERIOD OF 180 DAYS ATANV TIMEAFTER WORKIS COMMENCED. PAYMENT OF PITKIN COUNTY USE TAX I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE '~ SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOY- ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ,_ . , ~ ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR ^ DEPOSIT MEniOD .5% OF 25o/a OF THE PERMIT VALUATION PAID ~ NOT. THE GRANTING OF A PERMR DOES NOT PRESUME TO GIVE AUTHORiiY TO VIOLATE g71SSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST OR CANCEL THE PROVISIONS OF ANV OTHER STATE OR LOCAL LAW REGULATING CON- BE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF n STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. IT 1S MY RESPONSIBILITY TO yyORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. r REVIEW THE APPROVED PLANS AND ANV COMMENTS THAT ARE CONTAINED THEREON Q AND SEE THAT THE STRUCTURE AND/OR PROJECT IS BUILT IN COMPLIANCE WRH ALL APPLICABLE CODES. ^ EXEMPT: EXEMPT ORGANIZATION ~ ~ d ~ ^ RESALE: STATE &PITKIN COUNTRY RESALE N0. slcuATO orc NrnAC a wATF ANYONE WHO USES AND /OR CONSUMES BUILDING MATERIALS AND FIXTURES IN _$ ~ st •~ PITKIN COUNTY IS SUBJECT TO THE.S%USE TAX. PROPERTY LIENS MAV BE PLACED ON THE OWNER'S AND /OR THE CON- TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) THIS FORM IS A PERMIT ONLY WHEN VALIDATED WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE Energy Code Fee Plan Check Fee Zoning Fee GIS Fee Permit Fee REMP Fee Use Tax Deposit Fee Other Fees o ~~ D WHITE-FILE COPY CANARY-APPLICANT ASPEN ~ PITKIN COMMUNITI( DEVELOPMENT DEPARTMENT PERMIT APPLICATION PITKIN COUNTY CITY OF ASPEN ^ ' 1 130 South Galena 970 / 920-552 970 / 920-5090 ~ ~12q ~ ~~~SY General Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PERMIT NO. Applicant to complete numbered spaces onlu P6rrn It JOB ADDRESS 1. ~ ~%G~ r~ - B D t / A LEGAL LO O. BLOCK TRACT ORSUBDMSION (^SEEATTACHEDSHEET) CO_ 2 . DEBG. DE OWNER MAIL ADDRESS ZIP PHONE FD 3. FN OWNER'S AUTHORIZED AGENT MAIL ADDRESS PHONE LICENSE NO 4. MH CONTRACTOR MAIL ADDRESS '~ PHONE LICENBENO MC, JJ 5. ~ ~ ' ~ :570 < . G(Z? ° `~ ~". ~ ~ " ( z I~ i u . / RF ARCHITECT OR ENGINEER OF RECORD MAIL ADDRESS PHONE LICENSE NO 6. , SN S~ FWORK ENERGV CODE FEE USE TAX CENSUS CODE G.LS. FEE I 7' ^ ADDITION ^ ALTERATION ^ REPAIR ^ "USE OF BUILDING ^ SINGLE FAMILV ^ MULTFFAMILY PLAN CHECK FEE PERMIT FEE ZONING FEE i $' ^ COMMERCIAURESIDENTIAL ^ COMMERCIAL ^ OTHER ZIl ~f _r ~ ITT v ~ O `7~ L / VALUATION OF WORK a 9 L " EXISTING SO. FOOTAGE 10 SQUARE FOOTAGE THIS PERMIT Type of Construction Occupancy Group I Lot Area I I . $ ~ wy ~ / 11. Is there food service in this buildin ^ ves ^ No 9 sl:e ele~iminoo (total Squere F1J Np. prsmries opp. Load ~, I 12. Is LPG used? ^ vES ~ NO I NO OF BEDROOMS U Z . se one Fire Sprinklers Requiredp es ^No 13. Parcel ID# call 920-5160 EXISTING ADDED „_._'.,..:;, glarm System Requiretl? ^Ves ^No 14. Description of Work No. of Dwelling Un is OFFSTREET PARKING SPACES Cpveretl Uncovered / - ~ ° ~ ~ ~' ~`"" Z^r`.T c p I!~'~ ~~~.yY/C'TT~ 5 CIAL APPROVALS REQUIRED AUTHORIZED BV DATE ' ZONING ~/~ /~ / A ~~~ I~ ~ ' ~ ~~ ~ ~ . T G~ / cy / . H.PC. '~AI'h ~~ ~ T V V PARK DEDICATION ° ~' V PRESU ITTAL APPLICATION ACGEMEO _ - RLANS CHECHED gPPROVEO FOR ISSUANCE ENVIRO. HEALTH ~ ` ENGINEERING / B ~ ~ ~'~ BV BY Y( B PARKS {~ P( O ~ ,\ V NANRAL RESOURCES DATE DATE DATE pAT FIRE MARSHAL ~-~j ' NO E WATER TAP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING; HEATING, VENTILATING OR AIR CONDITIONING. ASPEN CONSOL. SAN. DIST. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS OTHER NOT COMMENCED WITHIN t2 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. PAYMENT OF PITKIN COUNTY USE TAX I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE NTHLY OR gUAFlTERLY RETURNS WILL BE SUBMITTED. SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOV- ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR ^ DEPOSIT METHOD .5% OF 25°k OF THE PERMIT VALUATION PAID NOT. THE GRANTING.6F.4 PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL E'PROVI~ION50F ANY ER STATE OR LOGAL LAW REGULATING CON- AT ISSUANCE. A FINAL REPORT ON70TAL ACTUAL COST MUST STRUCT OR THE PERFORMAN OF ONSTR TION. IT IS MY RESPONSIBILITY TO gE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF REV THE APPROVED PLANS DAN COM TS THg7 QRF.,G~AP1T ~NEer'~T9EREOD7~ ~ WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. A SEE THAT THE STRUCTU Ej' B'J ILT IN COMPLI NC uVITH ALL APP LE IDES. ^ EXEMPT: EXEMPT ORGANIZATION. _ a+ ( ^ RESALE: STATE &PITKIN COUNTRY RESALE N0. sl REO F C O N T RA~nCro j `` I° ~ ANYONE WHO USES AND / OR CONSUMES BUILDING MATERIALS AND FIXTURES IN '. °` ,r 'i , . NJt~ 9~hQ..- PITKIN COUNN IS SUBJECT TO THE.5°/a USE TAX. PRINT AME PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CON- TRACTOR'S PROPERTV WHEN USE TAX IS NOT PAID SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) THIS FORM IS A PERMIT ONLY WHEN VALIDATED WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE ' Energy Code Fee Plan Check Fee Zoning Fee ~~ GjjIS Fee ~3 Permit Fee Use Tax Deposit Fee Other Fees r ..~- I WHITE-FILE COPY CANARY-APPLICANT ASPEN *PITKIN COMMUDEVELOPMENT DEPARTMENT PERMIT APPLICATION PITKIN COUNTY CITY OF ASPEN ^ 130 South Galena 970 / 920-55 970 / 920-5090 DS /r' .'~OD~. General Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PERMIT N . Applicant to complete numbered spaces only P@rfnlt JOB ADDRESS 1. ~ ~iV CAS ~ ~~ B D o 1 - / + LEGAL 2 LOT NO. BLOCK TRACT R UBD IVI I S ON (^SEEATTACHEDSHEET) CO . DESC. ' nn ' ,~r ~lWfit7 ~'~C, DE NER /~C,' /~ f ) MAIL ADDRESAS ,, /~ ~ nJ/ ~ / /~~ ~ [ 21P q/' PHONE 3. V iz/~ ~-1`\ (..iba L-. Z r ~ ©o 9i~fJ C~i~Elc/~X~C© l~a'1. (,.+VIVY~I.~ FUG" ~ ~0~~ --?~ ~ OWNER'S AUTHORIZED AGENT MAIL ADDRESS PHONE LICENSE NO 4;8 .~ ~tow~Q oo ,~,~ ~ 4a2~tidk+.~~. `~~31o3?q FN MH ` CO ACTOR ~/ MAIL ADDRESS PHONE LICENSE NO 5.~/vO P ~2J ~bTO~ >n.~tOJ 30g~7 G P ~l ~ ~ 9 ~ C MS . „ . . v RF ,: ARCHITECT OR ENGINEER OF RECORD MAIL ADDRESS PHONE LICENSE NO 6. UCG( I a~rt/.5"to~ ~QL~I~I~~' ~l ~ ~. ~d F.2 ~2~3 ~~~ ~ ~~/~,j`~ SN CLASS OF WORK yyyrrr 7~ ^ NEW ^ ADDITION ^ ALTERATION ^ REPAIR pi ~~~© ENERGY CO E FEE /~ ~ /~ USE TpX CENSUS CODE - /// G.LG. F O _ fi ~ i~ ~ C9 Z / ~ Z D USE OFBUILDING SINGLE FAMILY ^MULTI-FAMILY $ PLAN CHEC FEE PERMITFEE ZONING FEE ~ ~ ^ COMMERCIAURESIDENTIAL ^ COMMERCIAL ^ OTHER `O o~ 7 ~I ~ 9 ~ LUATION~ ®R® ~ ~/> y IOSTING SQ. F~~ E / THIS PERMI OTAGE Type of Construction Occupency Group Lot Area ~ f L S r 11. Is there food service in this building ^ yes No Size of Builtlln 4 No. of Stories Occ. Loatl ~ (rgta,sq~are .) ~ 12. Is LPG used? ^ yes No m R~ .~1 NO.OF BEDROOMS Use Zone Fire Sprinklers Requiretll ^Yes ^No 13. Parcel ID#ca11920-5160 ~/ J~ G/~ ® © ' ~ E%ISTING ADDED ( `-~ l.1 glarm System Requiretl4 ^Ves ^No 14. Description of Work ,p~~ V No. of Dwelling Units OFFSTREET PARKING SPACES ~~~ ~ Q /// 'PC.~ Caverea Uncoveretl t ~ / ~ SPECIAL APPROVALS REQUIRED THORIZED BY DA l/~ '_.. , a ~ _ D Z / - ,../, G!J ~ v _ • r . /I K ~ 1~ PARK DEDI PRESUBMfITAL APPLICATION ACCEPTED ~ PIANS HECKED P PPRO VE DF R I UANCE Q ~ ENVIRO. HEALTH 'T { ~ . ~ . ~ ENGINEERING BY By RY / / ® ~~' ~ _ \ a V ' 1 ~ PARKS t C ; ~ NA R J ~ p DA ~~ '" C, ) ~~ Q ~ gL RESOURCES TU DATE DATE DpiE FIRE MpR$HAL a NOTICE P WATER TAP `~-~, SE ARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. gSPEN CONSOL. SAN. DIST. ...:2i THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS OTHER NOT COMMENCED WITHIN t2 MONTHS, OR IF CONSTRUCTION OR WORKIS SUSPENDED OR ABANDONED FORAPERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. PAYMENT OF PITKIN COUNTY USE TAX I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOY- ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ' ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMI O S NOT PRESUME TO GIVE AUTHORffY TO VIOLATE ^ DEPOSIT METHOD .5°/a OF 25% OF THE PERMIT VALUATION PAID OR CANCEL THE PROVISIONS OTHER STATE OR LOCAL LAW REGULATING CON- qT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST STRUCTION OR THE PERF E OF CONSTRUCTION. IT IS MV RESPONSIBILITY TO gE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF REVIEW THE APPROVED D ANY COMMENTS THAT ARE CONTAINED THEREON WORK AND /OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. AND SEE THAT THE ST T E AND/OR PROJECT IS BUILT IN COMPLIANCE WRH ALL APPLICABLE CODE ^ EXEMPT: IXEMPT ORGANIZATION ~~~~ -~ ~ ^ RESALE: STATE &PITKIN COUNTRY RESALE NO. SIGNATURE N AcroR I°ATR ~~ ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN CJ ~~ PITKIN COUNIY IS SUBJECT TO THE.S%USE TAX. PRINT NAME PROPERTY LIENS MAYBE PLACED ON THE OWNER'S AND /OR THE CON- TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID SIGNATURE OF OWNER pF OWNER BUILDER) (DATt~ THIS FORM IS A PERMIT ONLY WHEN VALIDATED Energy Code Fee Plan Check Fee Zoning Fee 52-1 ~e `~ C~s.R~~,~ ~~ WHITI ~- WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE GIS Fee Permit Fee Use Tax Deposit Fee Other Fees i C.~~ C._1 k J ;. L -_. (O'HO' COPY CANARY-APPLICANT h Q QRCC fpff bN , ASPEN ~ PITKIN COMMUNITY DEVELOPMENT DEPARTMENT PERMIT APPLICATION ..1 PITKIN COUNTY CITY OF ASPEN ^ / 130 South Galena 970 / 920-5 252 970 / 920-5090 0.5 • ~D '~ rd General Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PERMIT N permit Applicant to complete numbered spaces only. JOB ADDRESS C.VI~+~ /~ "~ '~•~ I •U I'~ 1. ~~~~ LEGAL LOT NO. 2 BLOCK RA OR SUBDIVISION 0 (^SEE ATFACHED SHEET) ~ • Desc. EIIQijJ 1~ h ~E OWNER MAILADDRESS ZIP -PHONE 3 C,aItU vGC ~~ ~ ~`~ f CL 069 F C ' j D, c- ~X i 6 sVA ! pN C OWNER'SAUTHORI DAGENT MAIL®A~DDRE PHONE _ ~ USE NO 4 ~ ~~~ ~'((io / S~DUJP~ OD`f fo C-~ Q MH ~ - ~ .~ ( ~ CONTRACTOR MAILADDRESS PHONE LICENSE NO 5l-G~~ilfiZ. ~UU.ff't1~'1 p~~ , ~ ~ G=Co~ ~~`f~D® MS j' RF , . ARCHITECT OR ENGI/NEER OIFRECORD "~ MAILADDRESSq ~l PHONE LICENSENO 6 Vt~~ifa~~ t:G~+~ 7Lg ~ ~ i Z~S_~~`i G "'~I ~ SN CLASS OF WORK /~ ENERGYC EFEE USE TAX CE/NSUS CODE ~~ ip rP /~(~ 7• ^ NEW ^ ADDITION ^ ALTERATION ^ REPAIR G.I.S. FEE n ~ ? - ~+c. USE OF BUILDING ^ SINGLE FAMILY ^MULTl-FAMILY PLAN CHECK FEE PERMIT FEE D ~ ZONING FEE $~ ^ COMMERCIAURESIDENTIAL ^ COMMERCIAL ^ OTHER ~ / LUAT O)rOFK~ ~XO IN .FOOTAGE T~IS~RMIOTAGE Type of COnswction Occupancy Group Lot Area ~ 9 ~ /, ^I ~ 1 D vH l / ... . 11. Is there food service in this building ^ves [~10 (SlozeaofSgBUil~tleinq) Fl No. of Stories Occ. Load ~ x O Y d? ^ves owlo ~ ~ I LPG 12 m s use . NO OF BEDROOMS Use Zone ^ ^ . Fire Sprinklers Requiretl9 Yes No 5160 E ll 920 13 P l ID# ~ 3 ~ g ®© EXISTING ADDED ' .. arce ca - . ~/ ~ ~-- ro Harm S stem Requiretl? ^Yes ^Np y 14. Descr i ption of Work (~ No. of Dwelling Units OFFSTREET PARKINGSPACES / T ' / ~~ ~V~ ~o Covered Uncovered , ,( v ~ V SP VALS REDUIRED AUTHORIZED BV DAT G ~- HPCI ~y i6 ~.- 3.~ O 'yL /7 r 1 PARK DEDICATION ENVIRO. HEALTH PREBUBMITTAL APPLICATIO ACCEPTED P SCHECKED APPROVED FOPIESUANCE ENGINEERING ~'~~/ sv ~ r BV ev a PARKS /// '"~ / ©(,. ~- -1- i! A/ D 7 " ~I '^ NATURAL RESOURCES ~ DATE • O DATE DATE D lJ FIRE MARSHAL /~, \ I NOTICE WATER TAP P SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING ASPEN CONSOL. SAN. DIST. '~'~~~ . THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS OTHER NOT COMMENCED WRHIN 12 MONTHS, OR IF CONSTRUCTION OR WORKIS SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANVTIMEAFTERWOTiK75 COMMENCED' PAYMENT OF PITKIN COUNTY USE TAX , I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE ALL PROVISIONS OF LAWS AND ORDINANCES GOV- AND CORRECT TR ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. . SAME TO BE UE ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIT7 OR p DEPOSIT METHOD .5°/a OF 25°/a OF THE PERMIT VALUATION PAID ~ NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST OR CANCEL THE PROVISION F ANV OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERF ANCE OF CONSTRUCTION. IT IS MV RESPONSIBILITY TO gE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF REVIEW THE APPROVE NS AND ANY COMMENTS THAT ARE CONTAINED THEREON AND SEE THAT THE UCTURE AND/OR PROJECT IS BUILT IN COMPLIANCE VJITHALL WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. ^ EXEMPT: EXEMPT ORGANIZATION APPLICABLE COD _ ~T' 1 ~ o ~ S ~ ~ STATE &PITKIN COUNTRY RESALE NO ^ RESALE ~ . . : sIGNATU~ ~~ACrogJ~~~~ ~^TS1 LL "" ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN ° ~ [G J7 PITKIN COUNTY IS SUBJECT TO THE .5 /a USE TAX. PRINT NAME PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CON- TRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID SIGNATURE OF OWNER (IF OWNER 6UILDEfl) (DATEI ar~~otle Fee t~ THIS FORM IS A PERMIT ONLY WHEN VALIDATED WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE Pion Check Fee Zoning Fee GIS Fee PermR F e Use Tax Deposit Fee Other Fees ,~c of e r~ y 3i! .. -- ' I ~ ~'"~ ~ E ~ d .:~ ~ ', ~.~ ....b WHITE-FILE COPY CANARY-APPLICANT _.___-. _, _...,. I - . 130 Sou Ga e a Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line Applicant to complete numbered spaces only PERMIT APPLICATION 05¢7 a0 ~~oPu~~ General PERMIT NO. Permit JOB ADDRESS -- 1. D ~D ~P /2.V L.~Lv t~; ~ ~/ BD LEGAL LOT NO. BLOCK TRACT RSUp~IVi$ION ~ ~ (^SEE ATTACHED SHEEP) ~ ~ ~ ~OMAIL ADDRESS ~~~ ~~ HON ~ ~ 3. yyNER ~~~ ~ (/ G11 3 FD r ' t N~ T ~ FNS MAIL ADDRESS °PHONE LICENSE NO ' OWNER S AUTHORIZED AGENT 4 G>`~ C ~ P ~ 2~ '~ C 7 MH . aor. A. o oUJ O fi ., A ~ CONTRACTOR MAILADDREBB PHONE LICENSE NO 5.( (~f l~t c 3'DgD G I M C ~ Y 4`~ D > r T MS y , ~~ooc S e,Zf ez, -s z v r / ~+ RF ~- ARCHITECT OR ENGINEER OF RECORD ,, { ~ MAIL ADDRESS PHONE LICENSE NO s. ~ C ~//$ ~77 ~ o ~ `$ZS'3~fLf~f ~- n ~ sN I o , , ~ .v `mil l1 1~ ur CLASS OF WORK '!~'1,+~ 7• ^ NEW ^ ADDITION ^ ALTERATION ^ REPAIR ~ ~,uta ENERGVC EFEE USETAX CENSUS CODE G.LS. F,EE N USE OF BUILDING SINGLE FAMILY ^MULT-FAMILY PLAN CHECK EE PERMIT FEE ZONING FEE 8' ^ COMMERCIAVRESIDENTIAL ^ COMMERCIAL ^ OTHER //// ~6 ~' 9 ~LUAT~©®K~~ ~IOSTING Sp. FO~GE I THIS PERMIOTAGE Type of Construction Occupancy Group Lot Area `/ 11 . Is there food service in this buildin ^ VES O 9 siiemBOnam (Total Square FntJ Nc. prsepnes occ. Lpzd 12. Is LPG used? ^ YES I~NO N F R M O.O BED O O S Use Zane Flre Sprinklers Required? ^Yes ^No 13 Parcel lD#ca11920-5160 77 300DO fp E%ISTING ADDED . y Alarm System Required? ^Ves ^No 14. Description of Work ~~ ~ No. of Dwelling Units OFFSTREET PARKING SPACES ,C l30 ~ F ~ F Covered Uncaveretl SP CIAL APPROVALS REOUIRED AUTXORIZED BY DAT HPb" i .~ a. ' //-~~ '~'y/-I ~IL~ ~l') (~G . ^i V P ~-~ yV PARK DED.,:. <N ` l l • I ..` v PREBUBMRTAL APPLICATION ACCEPTED P NS CHECKED APPgOV FOR SUANGE ENVIRO. HE4LTH ENGINEERING BV BV ev gy PARKS _ ~ ~~ ~L ~ ~, O ~[ n / ~/ NATURAL RESOURCES DAT PATE DATE DATE FIRE MARSHAL NOTICE WATER TAP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING gSPEN CONSOL SAN DIST OR AIR CONDITIONING. . . . i THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS OTHER NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. PAYMENT OF PITKIN COUNTY USE TAX i HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOV- p MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ERNING THIS TYPE OF WORK W BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A P IT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE ^ DEPOSIT METHOD .5% OF 25% OF THE PERMIT VALUATION PAID OR CANCEL THE PROVISI OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- A7ISSUANCE. A FINAL REPORTDN TOTAL ACTUAL COST MUST STRUCTION OR THE P RMANCE OF CONSTRUCTION. IT IS MV RESPONSIBILITY TO gE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF REVIEW THE APPRO PLANS AND ANY COMMENTS THAT ARE CONTAINED THEREON WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. AND SEE THAT T RUCTURE AND/OR PROJECT IS BUILT IN COMPLIANCE WITH ALL APPLICABLE ^ EXEMPT: EXEMPT ORGANIZATION ~t -Z' -'(/ ~ ^ RESALE: STATE &PITKIN COUNTRY RESALE N0. sICNAT o NrFA opq , ,/• (DATD ANYONE WHO USES AND /OR CONSUMES BUILDING MATERIALS AND FIXTURES IN , ~/I yC._(/CJ~/Z: PITKIN COUNTY IS SUBJECT TO THE.5%USE TAX. P NT NAME PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CON- TP,ACTOR'S PROPERTY WHEN USE TAX IS NOT PAID SIGNATURE OF OWNEq (IF OWNER BUILDER) (DATE) ~~// THIS FORM IS A PERMIT ONLY WHEN VALIDATED WORK STAFlTED WITHOUT PERMIT WILL BE DOUBLE FEE gyjLOde a Plan Check Fee Zoning Fee GIS Fee Permit Fee Use Taz Deposit Fee -„ Other Fees ,ra Od ...; __~~ ; ~ ~, b q3~' ' a'AS.z ~._:; I ASPEN ~ PITKIN COMMU~ DEVELOPMENT DEPARTMENT PITKIN COUNTY CITY OF ASPEN ^ th I n 970 / 920-5526 970 / 920-5090 WHITE-FILE COPY CANARY-APPLICANT `~ \v` } ~ ~~ J CT\~ PLUMBING PERMIT APPLICATION Z PITKIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT CITY OF ASPEN ^ 970/920-5526 130 S. Galena 970 / 920-5090 970 / 920-5532 Inspection Line Aspen, CO 81611 979~9~A-544 pectioq Line /(~~7 PFRMITN / JOB ADDRESS _ .. _ OWNER MAIL ADDRESS ZIP PHONE C NTRACTOR .vyMAIL AD E S PHONE CITY LICENSE NO. - STATE LICENSE NO. ~ d ~'i , ~ 9Z$ 9izz /B6Z5 U E OF BUILDING C ERCIAC ^ RESIDENTIAL BUILDING PERMIT NO. ~ . '. . o~{~ 2a~y. ~ -/ CLASS OF WORK: 9 NEW O ADDITION ^ ALTERATION ^ REPAIR. Is there a restaurant in this building? Yes ^ Non / / ~ Natural Gas LPG ^ WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?:. .Yes ^ NO"^ Type of Fuel: Oi I ^ If yes, a plan review is required. Describe work: ...... , PERMIT FEES n . NO. TYPE OF FIXTUREOR ITEM FEE Water Closet (toilet), Bidet Bathtub ' Lavatory (Wash Basin) Shower Kitchen Sink & Disp. Dishwasher Laundry Bar, Utility Sinks Clothes Washer Floor Sink ' Floor Drain SPECIAL CONDITIONS: Water Heater M/BTU ea. Gas Systems: # Outlets 'I Water Piping & Treating Equip. L ,. ~ ~ - ~~./, , C Other ~ . APPLICATION A EPTED: PLANS CHECKED: APPROVED FOR ISSUANCE: aY - sy' ~' /~ Dse °/ L Dam Data Plan Review $ NOTICE Fixture Fee $ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTH ~RIZED IS NOT " Permit $ COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORAPERIOD OF 180 DAVSATANYTIMEAFTER WORKIS COMMENCED.IFTHIS SUBTOTAL $ PERMITIS ISSUEDTOAPROPEFlTYWITHIN THEASPEN CONSOLIDATED SANRATION DISTRICT Use Tax $ ~ THE PROPERTY OWNER IS RESPONSIBLE FOR ADDITIONAL SEWER USE FEES. . I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE TOTAL DUE $ SAMETO BETRUEAND CORRECT. ALL PROVISIONSOF LAWSAND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE ' GRANTING OFA PERMIT DOES NOT PRESUMETO GIVEAUTHORITY70 VIOLATE OR CANCEL SELECTION OF METHOD FOR PAYMENT OF USE TAX THE PROVISIONS OF ANV OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR . THE P ANC OF C NSTRUCT N. ~ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. 9--/3-O slc (yRE OPCOrvrR-7ROR AtrtHORIZeD ACErvr IoATE7 ^ DEPOSIT METHOD:'/,oft%OF THE MATERIALS VALUATION PAID NOW ~ V US~/A( ,hF~~AC ~~JZ./ AT ISSUANCE. FINAL REPORT ON TOTAL ACTUAL MATERIALS COST PRlrvr rvAraE MUST BE FILED WITHIN 90 DAYS AFTER COMPLETION OF WORK. GENERAL CONTRACTORS CHOOSING THIS METHOD MUST REPORT slsrvAruRS Or owNSR pE OwrvER auaDER) IDArsI AND REMIT TAX FOR ALL SUBCONTRACTORS THAT DO NOT OBTAIN OWNER/APPLICANT: The undersigned applicant to personally perform plumb'mg woh on the tlescribetl property or THEIR OWN PERMIT MATERIALS VALUATION raslaence Hereby canulas, as acona¢ion onssaance of sucb pertnrt, tbm the adore eeaprmea Property or reslaenpe ` . : Is ownetl by the applicem: met iba applic t s nol eng 6getl i tM1 b riess of bon 1 a,ori Dr remodeling: antl sucM1 property's not IMentled for sale or resale nor a t rental property ( c p aaor to be oc upletl by tenams; whMbeY tansamorpermanenp norwmmaganaralryoPenmmapum'P ¢ d ratoodmat Pl apcewubmaseazsurences ^ EXEMPT: STATE &PITKIN COUNTY RESALE NO. Isacontlition oithe Issuance of a plumbing partnlt [otM appliWM pursuamtottlepbvislDnaoiGR.S. Segion i2-E8- na12)(as menaea), and mauaimre to comply herewith will be grounds for revocation afore plumbing permit orany EXEMPT ORGANIZATION certlficafe of occupancy lssuetl witM1 respec[to the property or residence tlescrl6ed."' APPIICaM: ~~ ~ Dale: C7 n 1 z m x O Z m z C W m Perm2it Valid///yyyation 'Tz of i s ax I n cJ "y~y ~ / COPIES: WHITE FILE COPY YELLOW-APPLICAN Plumbing/Mechanical Permd Is beingis"sue n the condition that ail Items requested are on the appr v pia y o s ~~ qwr a ge order/removal at the applicant's expense. ALL PLUMBING AND MECHANICAL PERMITS ARE REQUI TO BE H BSI. ~~N / ELECTRICAL PERMIT APPLICA _O PITKIN COUNTY I~ COMMUNITY DEVELOPMENT DEPARTMENT CITY OF ASPEN ^ 970 / 920-5526 130 South Galena 970 / 920-5090 970 / 920-5532 Inspection Line Aspen, CO 81611 970 / 920-5448 Inspecti~y Lin j PERMIT NO. Z JOB ADDRESS (# AND STREET) 19~ P®Pev~rJ kvc= OWNER PHONE ~~ 1 ~ s'y~-~ ~ c~. [.1, Q~~tI~ C, . . .. . f (j ` j/ G/,/C~ //~y,Ie ,{ J~CN E~R~A~~~D~/ ... ~L / (/~ ~l7 W'~~L~ A~~S%' 4 L ~V ~ ZIP / DO L~ # IJ`L J/~ j [ ~ I BUILDING PERMIT OCCUPANCY GROUP $ ELECTRICAL VALUATION SOUA~~AGE USE OF BUILDING COMMERCIAL ^ RESIDEN71ACf~ CLASS OF WORK ^ ADDITION ^ ALTERATION NEW ^ CONSTRUCTION SERVICE ^ OTHER -" ~" ~` ~ "'" D LOCATION~OF SOURCE OF CIRCUITS: DESCRIBE WORK IN DETAIL (FOR ADDITIONS, ALTERATIONS INDICATE TYPE, NUMBER AN p f OWNER/APPLICANT: The undersigned applicant to personally pertorm electrical work on the described property or residence hereby certifies as a condition of issuance of such permit, that the above described property or residence is owned by the applicant: thatthe applicant Is not engaged in the business of construction or remodeling: and such property is not intended for sale or resale, nor is R rental property (occupied or to be occupied by tenants, wheffier tiansientbr permanent), nor will it be generally open to the public. It is understood that compliance withthese assurances is a condition of the issuance of an electrical permit to the applicant pur- suant to the provisions of C.R.S. Section 12-23-111 (2) (as amended), and that failure to comply herewith will be grounds for evocatioh of rile electricalpermd or any certificate of occupancy issued with respect to the property or residence described Applicant: Date: PAYMENT OF PITKIN COUNTY USE TAX usE TAx PERMIT FEE DOUBLE ^ MONTHLY OR OUARTERLV RETURNS WILL BE SUBMITTED ~ ~~ )1 ( ~~ ~ ^ ~ `7 ~.`~. t Ll ~ ~ J DEPOSIT METHOD:'/z of 1 % OF MATERIALS VALUATION PAID NOW AT ISSUANCE A FINAL REPORT ON - c - ® TOTAL ACTUAL MATERIALS COST MUST BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPCERON OF WORK AND/OR ISSUANCE OF CERTIFICATE OF OCCUPANCY. APPROVED BY FIRE MARSHAL DATE MATERIALS VALUATION $ EXEMPT: EXEMPT ORGANIZATION RESALE: STATE AND PITKIN APPROVED BY HPC GATE ANYONE WHO USES AND/OR CONSUMES MATERIALS AND FlXTURES IN PITKIN COUNTY IS SUBJECT TO THE .SYa USE TAX. PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND/OR THE CONTRACTOR'S PROPERTY WHEN ^ THE USE TAX IS NOT PAID. ~~ T // NOI I~/E ith bilit f li BU INGD PARTMENTACCEPTANCE ance w y or comp For all work done under this permit, the permittee accepts full responsi the National Electric Code, the City of Aspen ordinances, and all other county resolutions, city ordi- gpp80 Y DATE nances, star laws, whichever applies. Permit subject to revocation or suspension for violation of i t usin sh ll be bt i d / y~ / pr or g o a ne o a any law g r in me. An accepted final electrical inspection Q the elec is t i ai electrical inspection shall be requested within 48 ours after complet- in a e IT VALIDATION g /~ "~ y SIGNATU E OF APPLI;H~NT ~ DATE /,N1./l` ``VV DATE / /// I / ^ ~O~ °q~ \j/Iy~ rSA//Nf; CEIPT# ~ / / ~ G/V(\ '{V/ TOTAL ppp ~ ~) ~~ , '1// f(( /'/n PRINT NAME ( l / l Y WHITE-FILL GVYY TGLLUW-HYYLIVHIVI D D ~_ Z m z c W m I~ _~. wx.tl..~ .. . .,-:.a.w e o-. rt c _hiau+mrvcwa1$f V°n! ~~~ ELECTRICAL PERMLT APPLICATLON 3 PITKIN COUNTY ^ COMMUNI TY DEVELOPMENT DEPARTMENT CITY OF ASPEN ^ 970 / 920-5526 130 South Galena 970 /920-5090 970 / 920-5532 Inspection Line Aspen, CO 81611 970 / 9?&{1~4glns e t'on; 'ne ~ ' ~/ PERMIT NO. ~ D JOB Ano S~k qyD S®EEN ~Q `n ~ / PHONE OWNER rr~~'' ,^~ ~~~~~ W~ 'r'I'Er h~ t ELECTRC-AL COy`. ~{~'e.ri~`r 1 -}-•vw~ ~ ~ ~CSV f.f, Ann SRE S IOU DI~~ZIP P~C~- V Lri) C_, ~IC #. ~....... /~~ /A T NG PERMIT # BUILDI OCCUPANCY GROUP $ E LECTRICAL. VALUATION.. SQUARE FOOTAGE USE OF BUILDING COMMERCIAL ^ RESIDENTIAL~~' CLASS OF WORK ^ ADDITION ^ ALTERATION ^ NEW ONSTRUCTION SERVICE ^ OTHER OF CIRCUITS: DESCRIBE WORK IN DETAIL (FORADDITIONS,ALTERATIONS, INDICATE TYPE, NUMBER AND LOCATION OF SOURCE ~/,~~~ p /'Q.Nf~$, 0 U' {y~e, y- C ~ p-. tom! 0"Y~ OWNER/APPLICANT: The undersigned applicant to personally pertorm electrical work on the described property or residence hereby certifies, as a condition of issuance of such permit, that the above described property or residence is owned by the applicant: that the applicant is not engaged in the business of constriidtidnor remodeling: and such property is not intended for sale or resale, nor is d rental pidperty (odcuPied dr to be occupied by tehahts,whether transient or permanent), nor will it be generally open to the public. It is understood that compliance with these assurances is a gond10on of the issuance of an electrical permit to the applicant pur- suant to the provisions of C.R.S. Section 12-23-171 (2) (as amended), and that failure to comply herewith will be grounds for revocation of the electrical permit or ahy certificate of occupancy issued with respect to the property or residence described.. Applicant: Date: PAYMENT OF PITKIN COUNTY USE TAX MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED DEPOSIT MEfHOD:'/: of 1%OF MATERIALS VALUATION PAID NOW AT ISSUANCE. A FINAL REPORT ON N usE TAx PERMIT FIEE ~ DOUBLE ~ Q ;+~ I' ~~ W J f ^ TOTAL ACTUAL MATERIALS COST MUST BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETIO OF WORK AND/OR ISSUANCE OF CERTIFICATE OF OCCUPANCY.. APPROVED BY FIRE MARSHAL DATE MATERIALS VALUATION $ EXEMPT: EXEMPT ORGANIZATION RESALE: STATE AND PITKIN ANYONE WHO USES AND/OR CONSUMES MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO APPROVED BV HPC DATE THE .5% USE TAX. PROPERTY LIENS MAY BE PL4CED ON THE OWNER SAND/OR THE CONTRACTOR'S PROPERTY WHEN ^ THE USE TAX IS NOT PAID. /~ r NOTE C E onsibilit for com liance with th itt ts full res ll k d d thi it F BUILDING DEPARTMENT ACCEPTANCE y ee accep p p wor one un er s perm , e perm or a the National Electric Code, the Gity of Aspen ordinances, and all other county resolutions, city ordi- APPR DAT nances, state laws, whichever applies. Permit subject to revocation or suspension for violation of any laws governing same. An acceptetl final electrical inspection shall be obtained prior to using ithi 8 ho after com let- A fi I i h h ll b t d i ~ l Q w urs p e r c ns ec o a e reques e the electr c em. ing ari el iD31 i alla PE MIT VALIDATIO ~~/ ~ SIGNATURE PLICANT DATE ~a/®~" CEIPT # ~~.~ r ~ TOTAL _ ~ ~ ~~ 7 PRIM NAME Z D Z r~'I O z m z c m WHITE-FILE COPY YELLOW-APPLICANT ' ~ rI MECHANICAL PERMIT APPLICATION ASPEN * PITKIN COMMUNITY. DEVELOPMENT DEPARTMENT PITKIN COUNTY CITY OF ASPEN ^ 130 S. Galena 970/920-5526 970 / 920-5090 %/7~• 7~(~`C~ ~4/~1 Aspen, CO 81611 970 / 920-55321nspection Line 970 / 920-5448 Inspection Line ~ PERMIT N i -rt JOB ADDRESS '. MAIL ADDRESS ZIP ? i AfiCHITECT OR ENGINEER/ / MAIL ADDRESS ~ ~`~~~ / I USE OF BUILDING GENERAL.COMRACTOR J.JG{ CLASS OF woRK: NEW ^ ADDITION ^ ALTERATION ^ REPAIR WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: ^ YES DESCRIBE WORK: No. PHONE PHONE ~ LICENSE NO. _~ LICENSE NO. Is there a restaurant in this building? Yes ^ NN~ ^ fJ0 If yes, a plan reviewai~~s~Illrequired. Type of Fuel: Oil ^ Natural Gas Jc! LPG ^ PERMIT FEES / ' /~ j / Type of Equipment __ Fee ~.G~ v _~1~,[.(~, Forcetl Air Systems-Gravity Systems-B.T.U. Wall, Suspendetl or Unit Heaters Dryer Vent Appliance Vent Htg., Refrig., Cooling, Absorption Unit ADDITIONAL MECHANICAL PERMIT MAY BE REQUIRED Repair, Alteration or Addition to Existing System Boilers (includes vent)B.T.U. jtz SPECIAL CONDITIONS: Air Handling Unit- C.F.M. Evaporative Coolers RangetHootlan ~' APPLICATION A EPTED: PLANS CHE KED: APPROVED FOR ISSUANCE: Gas "piping"I 'pA~t\~U~ r Gas Log or Appliance sy ~ " ay ay Other C~ I Dale ~ Dale oae ~ Plan Review $ ' NOTICE __ Fixture Fee $ THIS PERMIT BECOMES NULLANDVOID IF WORK OR CONSTRUCTION AUTHORIZED _______ Permit $ IS NOT COMMENCED WITHIN t80 DAYS, DR IF CONSTRUCTION OR WORK IS SUBTOTAL $ SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANV TIME AFTER _,,,_,__- WORKISCOMMENCED. Use Tax $ IHEREBV CERTIFY THATI HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE TOTAL FEE $ SAMETO BETRUEAND CORRECT: ALL PROVISIONS OFLAWSANDORDINANCESGOVERN- INGTHIS TYPE OF WORK WILL BECOMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT. PAYMENT OF PITKIN COUNTY USE TAX THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. CANC E PROVISIONS OF ANV OTHER STATE OR LOCAL LAW REGULATING CON- uCTIO OR T E PERFORMANCE OF~UCTION. _ ~ DEPOSIT METHOD: 0.5°/a OF 25%OF THE PERMIT LABOR AND MATERIALS VALUATION PAID AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST 8E FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND/OR GNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.VALUATION ~~~~ ~xx~i~~ ~ EXEMPT: STATE &PITKIN COUNTY RESALE N0. PRINT NAME EXEMPT ORGANIZATION ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE 0.5°/a USE TPX. PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND/OR THE CONTRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID. SIGNATURE OF OWNER IIF OWNER BUILDER) (DATE) ° se Tax Deposit V atio Per1mit Validation 0.5 /o U "Plumbing/Mechanical Permit is Bing issued on thecondition that all itemsrequested areon the ap r ve p ns. Iaf n all re e c a Border/ or removal at the applicant's expense: ALL PLUMBING AND MECHANICAL PERMITS ARE REQ I BE O H O ~ EE PMENT IS BEING INSTALLED ON AN HISTORIC PROPERTY OR WITHIN ANHISTORIC DISTRICT, U M RIEYE ATIONS INDICATING THE LOCATION OFTHE EQUIPMENT, AS WELL AS THE EXACT DIMENSIONS THE UNI NST ED. COPIES: WHITE-FILE COPY YELLOW-APPLICANT MECHANICAL PERMIT APPLICATLON ~ PITKIN COMMUNITY DEVEL _ OPMENT DEPARTMENT 4 ASPEN ~ PITKIN COUNTY ,~. 130 S. Galena 970/920-5526 Aspen, CO 81611 970 / 920-5532 Inspection Line CITY OF ASPEN ^ 970 / 920-5090 970 / 920-5445 Inspection Line ( Vvt PERMIT NO. JOB ADDRESS ~j ~ .. .. .... _ _. .. _. _... /® r OWNER M ADDR S ZIP PHONE y ~~ PHONE LICENSE NO. MECHANICAL CONTRACTOR ~ /{ MAIL ESS .i~ ~< SIB ~~S- Z°%.~ °~ ARCHITECT OR ENGINEER MAIL ADDRESS PHONE LICENSE NO. USE OF BUILDING ~ ~ /' GENERAL CONTRACTOR BUI~LreDI,NG PERMIT NO. CLASS OF WORK:. NEW ^ ADDITION ^ ALTERATION ^ REPAIR s there a restaurant In thls building? Yes ^ N9~ ^ YES ^ NO If yes, a plan review is regwred. WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION'+ DESCRIBE WORK: (/j~ .,C/, 3 `~Z~R CEO n/ 5 / ~/a~? S Type of Fuel: Oil ^ Natural Gas ^ LPG ^ PERMIT FEES No. Type of Equipment Fee ~(~/ ~ .S(j ~ Forced Air Systems-Gravity Systems-B.T.U. / ~ Wall, Suspended or Unit Heaters / /~o'~ /~ ~"~~ ~6 .Z Dryer Vent Appliance Vent Htg., Refrig., Cooling, Absorption Unit ADDITIONAL MECHANICAL PERMIT MAV 8E REQUIRED Repair, Alteration or Addition to Existing System Boilers (includes vent) B.T.U. SPECIAL CONDITIONS Air Handling Unlt- C.F. '-~~ Evaporative Coolers ~-/2.~ Q r + ~~ Ventilation Fan / W ~~ v~-^~ Range HOOd APPLIC TION EPTED: PLANS C ECKED: APPROVED FOR ISSUANCE: Gaa "piping" Gas Log or Appliance ey ey ey Other °a~e Dale oar~a 3a / ~'/ Review $ NOTICE / Fixture Fee $ THIS PERMIT BECOMES NULLAND VOID IF WORKOR CONSTRUCTIONAUTHORIZED Permit $ ~ IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANV TIME AFTER SUBTOTAL $ WORK IS COMMENCER Use Tax $ IHEREBV CERTIFY THATI HAVE READ AND EXAMINEDTHIS APPLICATIONAND KNOW THE ~ ~ TOTAL FEE $ SAMETO BETRUEAND CORRECT.ALL PROVIBIONSOF LAWSAND ORDINANCESGOVERN- INGTHISTVPEOF WORK WILLBE COMPLIED WITH WHETHERSPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OA CANCEL THE PROVISIONS OF ANV OTHER STATE OR LOCAL IAVJ REGULATING CON- STRUCJJQN~HE PERFORMANCE OF CONSTRUCTION. ~/ ~~//'~ moo/-^~/'~-' ~~-~~~d ~7 PAYMENT OF PITKIN COUNTY USE TAX MONTHLY OR QUARTERLY RETURNS WILLBE SUBMITTED. ~ DEPOSIT METHOD:0.5%OF 25%OF THE PERMIT LABOR AND MATERIALS VALUATION PAIDAT ISSUANCE.AFINAL REPORT ON TOTAL ACTUAL COSTMUST BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND/OR SIGNATURE OF CDNTRA OR AUTHORIZED AGENT (DATE) ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.VALUATION EXEMPT: STATE &PITKIN COUNTY RESALE NO. PRINT NAME EXEMPT ORGANIZATION ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIMURES IN PITKIN COUNTY IS SUBJECT TO THE 0.5% USE TAX. PROPERTY LIENS MAV BE PLACED ON THE SIGNATURE OF OWNER (IF OWNER BUILDER) (GATE) OWNER'S AND/OR THE CONTRACTOR'S PROPERTY WHEN USE TAXIS NOT PAID. O` Permit Validation 0.5% Use Tax Deposit Validation Plumbing/Mechanical Permit is being issued on the condition that all items requested are on the approved plans. Any deviation shall require a change order/ or removal at the applicant's expense. ALL PLUMBING AND MECHANICAL PERMITS ARE REQUIRED TO BE ON THE JOB SITE. IF THE EQUIPMENT IS BEING INSTALLED ON AN HISTORIC PROPERTY OR WITHIN AN HISTORIC DISTRICT, YOU MUST SUBMIT PLANS AND/OR ELEVATIONS INDICATING THE LOCATION OF THE EQUIPMENT, AS WELL AS THE EXACT DIMENSIONS:OF THE UNIT BEING INSTALLED. COPIES: WHITE-FILE COPY YELLOW-APPLICANT MECHANICAL. PERMIT APPLICATION ASPEN*PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 4 PITKIN COUNTY CITY OF ASPEN ^ ~~ ~~ ~,,,, ~-^ 130 S. Galena 970/920-5526 970 / 920-5090 (Y~L'.~} Aspen, CO 81611 970 /.920-5532 Inspection Line 970 / 920-5448.Inspection Line PERMIT NO. Permit Validation 0.5% Use Tax Deposit Validation Plumbing/Mechanical Permit is being issued on the condition that all items requested are on the approved plans. Any deviation shall require or removal at the applicant's expense. ALL PLUMBING AND MECHANICAL PERMITS ARE REQUIRED TO BE ON THE JOB SITE. IF Tf IS BEING INSTALLED ON AN HISTORIC PROPERTY OR WITHIN AN HISTORIC DISTRICT, VOU MUST SUBMIT PLANS AND 9 INDICATING THE LOCATION OF THEEOUIPMENT, AS WELLAS THE EXACT DIMENSIONS OF THEUNIT BE~t(a11NSTA4L~D~ , COPIES: WHITE-FILE COPY YELLOW-APPLICANT JOB ADDRESS ........ ... 90 ~o eo ,v e~t.~E OWNER MAIL ADDRESS ZIP PHONE OWNER'S REPREBENTATIVE MAIL ADDRESS PHONE LICENSE NO MECHANICAL CONTRACTOR MAIL ADDRESS PHONE LICENSE NQ c.1c ~'o. S'3~' Co~/<,v a,~. c o cc- 9G,~- ~' ~' 3 G 7 USE OF BUILDING GENERAL CONTRACTOR BUILDING PERMIT NO. Eri ;v ,c CJEi z_,cia ,P/s c r o 0.7= a~/~Y• aooy/°iPRs CLASS OF WORK: NEW ^ ADDITION ^ ALTERATION ^ REPAIR Js there arestaurant in this building? Yes ^ No~ WILL PENETRATIONS 8E MADE IN FIRE RESISTIVE CONSTRUCTION?: ^ YES ~NO f yes, a plan review is required. DescRleE woRK: T~LG /~FGO Type of Fuel: Oil ^ Natural Gas ~ LPG PERMIT FEES No. Type of Equipment Fee /~ U~ r F/IPL` C G/ANC Forced Air Systems-Gravity Systems-B.T.U. Wall, Suspentletl or Unit Heaters Dryer Vent __ Appliance Vent Htg., Refrig., Cooling, Absorption Unit ADDITIONAL MECHANICAL PERMIT MAV BE REQUIRED Repair, Alteration oY Adtlition t0 EXiSting System Boilers (includes vent) B.T.U. SPECIAL CONDITIONS Air Handling Unit- C.F.M. Evaporative Coolers f Ventilation Fan / ~, (~ ~ . Range Hood AP IC TIO CEPTED: PLANS CHECKED: APPROVED FOR ISSUANC Gas "piping" Gas Log or Appliance sy sy ~ ~ Oiher Dare ~ ._ _ Dace _ _---__ ~}, oerel S " _ Plan Review $ NOTICE Fixture Fee $ THIS PERMIT BECOMES NULLAND VOID IF WORKOR CONSTRUCTION AUTHORIZED Permit $ IS NOT COMMENCED WITHIN 12MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF f80 DAYS AT ANYTIME AFTER SUBTOTAL $ WORK IS COMMENCED. Use Tax $ I HEREBY CERTIFVTHATI HAVE READ AND EXAMINEDTHIS APPLICATIONAND KNOW THE TOTAL FEE $ SAMETOBETRUEANDCORRECT.ALLPROVISIONSOFLAWSANDORDINANCESGOVERN- INGTHISTVPEOFWORKWILLBECOMPLIEDWITHWHETHERSPECIFIEDHEREINORNOT. THE GRANTING OFA PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANV OTHER STATE OR LOCAL LAW REGULATING CON- TR000CPERFORMAN~cncCOON. S !Jf''/ f~% ~ , j PAYMENT OF PITKIN COUNTY USE TAX MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ~ DEPOSIT METHOD:0.5%OF 25%OF THE PERM(i LABOR AND MATERIALS VALUATION PAID AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST BE FILED WITHIN 90 DAYS OF SUBSTANTIAL OM W OR ~ SIGNATURE OF COANTRACTOR OR AUTHORIZED AGENT/ (DATES A~Liy ,(J ~~ ,Q~L /~ h PLETION OF C ORK AND/ ISSUANCE OFTHE CERTIFICATE OF OCCUPANCY.VALUATION ~ EXEMPT: STATE &PITKIN COUNTY RESALE NO. PRINT NAME EXEMPT ORGANIZATION ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECTTO THE 0.5% USE TAX. PROPERTY LIENS MAV BE PLACED ON THE SIGNATURE OFOWNER (IF OWNER eUILDER) (DnrE) OWNER'SAND/OR THE CONTRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID. ' ~ MECHANICAL. PERMIT APPLICATION Ol ASPEN~PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 4 ~~ .130 S. Galena ~' ~ Aspen, CO 81611 (((~ 11~ (" G PITKIN COUNTY 970/920-5526 970 / 920-5532 Inspection Line CITY OF ASPEN ^ 970 / 920-5090 ~L~` . c~~ (.~(y~ _ 970 / 920-5448 Inspection Line PERMIT NO. JOB AgqDDRESS .. ,_. OW E~ ~ MAIL ADDRESS ZIP PHONE G~®. L OWNER'S REPRESENTATIVE MAIL ADDRESS PHONE LICENSE NO. MECHANICAL NTRAC OR MAILADDRESS /{~~ /J~y~ PHONE. LICENSE NO. ~+G (p0/7~~/ wLYl2 ~9ZTiZ ~Z7/ USE OF BUILDING GENERAL CONTRACTOR ~~/ BUILDING PERMIT NO. /~ C? ~ ~ K cuss of woRK: NEW QADDITION Q.ALTERATION ^ REPAIR Is therearestaurant in this building? YesQ NoQ WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION?: Q YES Q NO f yes, a plan review is required DescRleE woRK: - Type of Fuel: Oil Q Natural Gas LPG Q PERMIT FEES No. Type of EQUipment Fee /`r/~G/r y~~ ~~ Forced Air Systems-Grevity Systems-B.T.U. Wall, Suspended or Unit Heaters ~/ (7T~ ~ ~~~0 ~~ Dryer Vent ~e n.(,T,ry." ~ ~0~> Appliance Vent Htg., Refrig., Cooling, Absorption Unit ADDITIONAL MECHANICAL PERMIT MAV BE REQUIRED Repair, Alteration or Addition to Existing System Boilers (includes vent) B.T.U. SPECIAL CONDITIONS: Air Handling Unit- C.F.M. Evaporative Coolers Ventilation Fan (~,~ Cam, Range Hood APPUC TION C EPTED: PLANS HECKED: APPROVED FOR ISSUANC Gas"piping" Gas Log or Appliance ev _ - - __ ey ________--__ ev Other Dare _ ~ oxa _____ _ _ /~ C o~G' ~~ ~!'J Plan Review $ NOTICE Fixture Fee $ THIS PERMIT BECOMES NULLAND VOID IF WORK OR CONSTRUCTION AIiTHORIZED - Permit $ IS NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF t80 DAYS AT ANV TIME AFTER SUBTOTAL $ WORK IS COMMENCED. Use Talc $ I HEREBY CERTIFY THATI HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE TOTAL FEE $ SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERN- INGTHIS7YPEOF WORK WILLBE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOY` THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANV OTHER STATE OR LOCAL LAW REGULATING CON- STR ION OR THE PERFORMANCE OF CONSTRUCTION: ~~.-~ PAYMENT GF PITKIN COUNTY USE TAX MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ~ DEPOSIT METHOD:0.5°/a OF 25%OF THE PERMIT LABOR AND MATERIALS VALUATION PAID AT ISSUANCE.AFINAL REPORT ON TOTAL ACNAL COST MUST BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND/OR SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) ~(~~~~ ~~J~~~a~~ ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.VALUATION ~ EXEMPT. STATE&PITKIN COUNTY RESALE NO. PRINT NAME EXEMPT ORGANIZATION ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECTTO THE 0.5% USE TAX. PROPERTY LIENS MAYBE PLACED ON THE SIGNANRE OFOWNER (IF OWNER BUILDER) (DATE) OWNER'SAND/OR THECONTRACTOR'S PROPERTY WHEN USETAX IS NOT PAID. Perm9it V/a/lida~tion 0.5% Use Tax Deposit Validation Plumbing/Mechanical Permit is~idg iss-ue~nthecondition that all itemsrequested are on the approved plans. Anydeviation shall requireachange order/ or removal at the appFli~cjagntry's ex~'Ie e: ALLPLUMBING ANDMECHANICAL PERMITS ARE REQOfREDT6 B~ ON THE JOB SITE. IF THE EQUIPMENT INDICATINGSTHE IdJCdrY1~N'O H RI OlN9kfENT AS WELIL AIS THE EIXACT DIMENSIONS OF THE UN T BEING STALL p%OR ELEVATIONS COPIES: WHITE-FILE COPY YELLOW-APPLICANT ' i ~ , ~~ '~ MECHANICAL PERMIT APPLICATION ASPEN * PI`TK/ISN COMMUNITY DEVELOPMENT DEPARTMENT 4 PITKIN COUNTYI~ CITY OFASPEN^ /_ /1 130 S. Galena 970/920-5526 970/920-5090 1~~~ tr/hYV~ Aspen, CO 81611 970 / 920-5532 Inspection Line 970 / 920-5448 Inspection Line PERMIT NO. JOB ADDRESS .. _.. .... .. .:.. ...,.. . , ..... .. ...... . ....._ ,. >,.,. ~Q OWNER MAIL ADDRESS ZIP PHONE S MECHANICAL ONTR CTOR Po 3~AQ14'LXAD;R~SB PHONE LICENSE NO v / f .S ~ - z ~ZSi A CHITECT OR ENGINE MAIL ADDRESS PHONE LICENSE NO. USE OF BUILDINt GENERAL CO TRACTOR BUILDIN PERMIT NO ®y~ ~ z R3 cuss of woRK: NEW ^ ADDITION ^ ALTERATION ^ REPAIR Is there arestaurant in this building? Yes ^ No~ WILL PENETRATIONB BE MADE IN FIRE RESISTIVE CONSTRUCTION?: ^ YE$ ^ NO f yeS, a plan reViBW IS req Ulred. DESCRIBE woRK: Type of Fuel: Oil ^ Natural Gas LPG ^ PERMIT FEES ~No. Type of Equipment Fee Forced Air Systems-Gravity Systems-B.T.U. WaII, Suspended or Unit Heaters /^~f^e~ V V V Dryer Vent ~4.~~ ,~~1.,~~1~ ~Q ~ Appliance Vent , Htg., Refrig., Cooling, Absorption Unit ADDITIONAL MECHANICAL PERMIT MAV BE REQUIRED ' Repair, Alteration Or Addition t0 E%i5ting System Boilers (includes vent) B.T.U. 00 SPECIAL CONDITIONS: AiY Handling UniF C.F.M. Evaporative Coolers om' Ventilation Fan /~a ~~TT~ t ~~~ W-- Range HOOd APPLICATI CCEPTED: PLAN CHECKED: APPROVED FOR ISSUANCE: Gas "piping" Gas Log or Appliance ey ey ey Other Dare ~ oa~e oar Plan Review $ NOTICE Fixture Fee $ THIS PERMIT BECOMES NULLAND VOID IF WORK OR CONSTRUCTION AUTHORIZED Permit $ IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS ANV TIME AFTER SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT SUBTOTAL $ . WORK IS COMMENCED. Use Tax $ I HEREBY CERTIFVTHATI HAVE READ AND EXAMINED THISAPPLICATION AND KNOW THE TOTAL FEE $ SAMETO BETRUEAND CORRECT. ALLPROVISIONS OFLAWSANDORDINANCES GOVERN- INGTHIBTYPEOFWORKWILLBECOMPLIEDWITHWHETHERSPECIFIEDHEREINORNOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY 70 VIOLATE OR CANCEL THE PROVISIONS OFANV OTHER STATE OR LOCAL LAW REGULATING CON- 8T OR HE PERFORMANCEO CONSTRUCTION. 9~, ~ /~(f /~ l1 PAYMENT OF PITKIN COUNTY USE TAX MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ~ DEPOSIT METHOD:0.5%OF 25%OF THE PERMIT LABOR AND MATERIALS VALUATION PAID AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND/OR iM URE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) ~~J/ ~A/ ~ y; !/ICL9 T bCC KNi /° ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.VALUATION ^ EXEMPT: STATE &PITKIN COUNTY RESALE NQ - PRINT NAME EXEMPT ORGANIZATION gNVONE WHO USES AND/OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE 0.5% USE TAX. PROPERTY LIENS MAYBE PLACED ON THE ' SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) OWNER'SAND/OR THE CONTRACTOR S PROPERTY WHEN USE TAX IS NOT PAID. ' ' - ' Permit Validation 0.5% Use Tax Deposit Validation Plumbing/Mechanical Permit is being issued on the condition that all items requested arepn the approved plans. Any deviation shall require a change order/ or removal at the applicant's expense. ALL PLUMBING AND MECHANICAL PERMITS ARE REQUIRED TO BE ON THE JOB SITE. IF 7HE EOUIPpAEN7 IS BEING INSTALLED ON AN HISTORIC PROPERTY OR WITHIN AN HISTORYYC~DI~TRICT, VOU`MUST SUBMIT PLANS AND/OR LEVATIONS (~ INDICATING THE LOCATION OF THE EQUIPMENT, AS WELL AS THE EXACT DIMENSIONS OF THE UNIT BEING IN5TALL~. ~. COPIES: WHITE-FILE COPY YELLOW-APPLICANT ~~ InspCLia.rut Inspection Check List Page: 13 8181200b 7:41:32AM COUNTY OF PI7KIN , ..Inspection Line:920-5532 a~ ., ~. e J Inspection Schedule for brianpa Scheduled for August 08, 2006 Permit# 0414.2004. prrb Type: 133 FINAL CTION Notes: NEEDS ZONING AND EH SIGNOFF DESCRIPTION:#Stories_Garage:Attached_Detached Carport Bedrooms Full Bath_3/4 Baths_1/2 Baths_ Kitchen_ACCESSORY UN1T:Living Kitchen Bath Bedroom Other: Fireplace:Maker: Gas Comments: Time: 12:00 .,: . , ,. 1 - Accepted ~ 2 -Accepted as Noted _ 3 -Rejected 4 -Partial/Not Complete Reinspection Fee $ ~~~ ~~ ~~~ 185 POPCORN LN Page: 13 Contractor: THE WEITZ COMPANY, LLC Owner: PARVENIR COMPANY LLC __ . , ~.,. ,,.u. F ASPEN *PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street •. Pspen,Colprado81611 City ofASpen 970/920-5090 ~ J ' Pitkin County 970/920-5526 ~Y {J„ .BUILDING INSPECTION CHECK LIST. / Inspection Reinspection Partial Complete PermitNo.~ ^ STEEL (Rebar) ^ ELECTRIC ^ PLUMBING ^ MECHANICAL ^ APECC UILDING ^ Footings ^ Constr. Service ^ Underground ^ Rough ^ Foundation Insulation ^ R-Frame ^ Caissons ^ Underground ^ Waste & Vent ^ Flue(s) ^ Slab Edge Insulation ^ Roof Ventilation ^ Wall ^ Rough ^ Water Pipe ^ Gas Log ^ Insulation ^ Drywall ^ Wall Cores ^ Perm. Service ^ Gas Pipe ^ Combust. Air ^ Glazing ^ Special ^ Strut. Slabs ^ Bonding ^ GasTag ^ Ventilation ^ Pool ^ MobileHome ^ Pads ^ Special ^ Fire Penetrations ^ Kitch. Hood ^ Spa ^ Fire Resistive ^ Piers ^ Final ^ Final " ^ In-Floor ^ Snowmelt Roof Coverings ^ Bond Beam ^ Final ^ Final ^ Wing ^ Radon final Accepted ^ Accepted as Noted y7 Rejected ^ Reinspection Fee $ I ^ You are required to make the fol owing corrections on the construction which is now in progress: "Contact Fire Marshal for sprinkler inspection. I *Rebar of footing to be made available for grounding. *No occupancy or use allowed before certificate of occupancy is issued. UBC'97 Sec 109.1 Note: DESCRIPTION: #Stories Garage: Attached ~ Detached: Carport Bedrooms ~ Full Bath a/a Baths ) Yz Baths f,(_ Kitchen 1- ACCESSORYUNIT: Living_Kitchen~Bath~Bedroom ~ Fireplace: Make: Gas Applianc/e:~Make//~~ FIQ~,-~ Iti~rn Gas Log: `~ t ,~• ~ Address:~~~ ~~ ~ ~~,~ L~ti~--~ Contact Phon ~ '~`7 Request Received DATE TIME NAME Request for ~~M3~T/1~W T F m pm TIME: Date Insp. ~,~_r°' nspector~ ~~„n~„~e~~u, ~,~>, w. taros ,~ .,_ _ ACCEPTED. ACCEPTED AS NOTED _ REJECTED REINSPECTION FEE $ Edit 7nspee~an Request *Pexsnit Nmabex: Entity: *Status: Additional Comments: ~1992.2004pe1v ,. _ _.,. . Counly~~ Cornplated~. tioveu Zoad center to al lav_ ra ' SchedahadDate: ScheduledTima: , ~ for proper mocking space i4 ~9/29J2005 '.. 1100 ern{ '. Instaiied class 2 ~; ..°^...., *.. .° cnansYOrmeX•p >`or step iignts Insgeatar: -~ Instal lad gYi recaptac lss in Tam Feryldo(nt]~:=1 ,._ ...___ ..H_,. „__.~_„„_, *Category: *Sgecific Type of ]uspections: (stltct ane or more of tht faDawtr~r) Elechic~ ?~:' Construction Sexvict f Bondiag r Undsrgound ~ Special ~ Rough )--; Othtr Permanent Services ~ Final ___m..__........__....__ .,...__~._.,.....~._..,._....._.......,._.__.. .__._ .. ___. __.._____.....,_____...,_._.._..__....._, ,x:_,.. Submitted Dato: 09/27105 1Zequested Date: 9t291i?OOS mtixe ?1v1 Pour Tmua: ~W~~~V *Contractor Name:,~~ *Contact Natne: Mark Glen. ~~~ ` *L7wuer Name: Pen+enir CC LLC *Contact Phone Number. 5-04-59-01 *Address: 190 Popcorn Lane '~ ~ ' Subnutted Maned load carter to allow far proper working spact Installed class 2 transfotmars for slap s Comments: Installed ,g& receptacles i:x master bath ''. nv,~„~wss:.....,,....~».,,~~:,«.....,,.,..~er v„ .~..~, ....t~,~.~,.wv~.ama,.a;,.,..~..»........~nr,w.o.a„aa ..._..,.,,..,..~:. ..~ .,..~.o,~ .,..-,-a .~.w~~,<~ , ~.,.~ NOTE: INSPECTOR: DATE: ~GYZ ~dyl[it 9~~-~'~~ 190 Popcorn Ln TIME: _ ~~ `~ _ ACCEPTED ACCEPTED AS NOTED REJECTED REINSPECTION FEE $ Edft Iaspectioa Regaest *Perauit Nrnnber: *Bptity: *Statos: ~ Couuuents: ... . "' 1492,200-0peF! t'° ~ !riY" ~t~impletetl.:`; ,~~...:. ' . v_,..._,... . Scheduled Date: Scheduled Tune: . •i :a: 9/2312005 -. 11.00 nm .. ~'~ Inspector y ~,. ,~ Tom Jom ~Pen~ ~,__w.~...... . ..... . _,._-..__... .,,.,,._,........_, . *Catogary" 'KSpecific Type aflnspections: {seleet one armors ofche follow f ,,,,,,,,,, ,,,~ l- C0nv"Yd'UC120n Servrce ~ EOndwg Underground !` Special ~:: ~ ~! Rough 7.~. Other t°" Permanent Services ` Final Submitted Date: 09122105 _ .. R.egaestedT7ate;912312005.ixttheAM. . Pom^Time.~ .`. ~Cantractor Name: rFt8k ~® -~ *Contact Name Mark Glen m~ :,! . ~ ~`thvner Name: Parvon~r Cd ~LC *K;ontact Phone Number 54459-01,, , ~ ._ , .Address: 190 Papcom Lane m.._._ _ _'__..,,___.. _..~. _, ._ Submitted Ccnnnatrts: '. ~ Chock here to deleto: t'" _ ' ! NOTE: Pit IU ~2. ' /'n,J ~if-N j'~ y/ '~ ~/V ~ D~Q (~ ~7~i G~.»,er~r,v ~ CL~~r2~~v i~ sr~tc~ ~-s~ ~ X ~H~e ~~ ~. ~?P ~.i~E(-.r-S ~~ , u,Rd.N. IN R: DAT TIME: ~~ ~~©~- 190 Popc rn Lane AUG-05-2005 FRI 0710 AM NWCCOG 'FAX N0. 9704681208 t 1:,.;:01:== (,'f'! 'L, ~O~)i;?.(~C; ~_. 3"o.a: "~'r,•..,~r aI-v5>~t? a 6~:1C 4~;>J :"i'd„671: I`flln"c"! ~; i:E,:bl~r'tl"1'~ ~?t?V~t01' T.n'"(_~?rt01 X7(7--?63"~25; r-:it'iCt3 er e!::v~aE ~ "11 -0.> n F~rz;ji~^„i~°Ia:b~tc~: ~~d1a~.F~n)~b'. o'<t~fi((~~t-~,~Gt' ~~i~Tai~~~ti~~~~ill ~~ ~- CO.US P, 01 ~! LIt;Vr~CC)f' !;li=f7 i:.l;blF?W f=~".~' F:'r,<T~~_a--I"e:;t Jnd In=iaection I..CCt"1G1C~~1 f ~~C) ~jSYnC'i,r~?Yti1 ~.n~dVt// `0.5~~'eVJ C'O P::1'(C111:N1,1i]lf':c:!'~~:>,~C.:CC>(7' (}Cy-' (c.~_~j I^fF7~.rct1',f. YY~E= i~.l'•I+Uf?'~A',;~ iSr f."7 ~irM ~Ir=:ns f)r;v~ b~::n rEa/iE;lve~l anfl fo 1.11;0: code;.; /•ra' lJ' 111E'c.~FC•~/r~t~.lr~-~t).cue.''F"7~"i1i-E:f.:bc!.crl{J'hi I:~ Te~IE}crrr:r7Y cv~~-tf;~~:~t= .~' "~"~ h1NA1.. Ins;ae~~_;cn C=rtiC C:1 NO E:e)tiric~-try is '~:cin~~ i to confirm to all arplic.~~ble ANSI 17.1 and t the 2F~ve Icction was inspec~ed Und ~: LEarl IS~I{~ij. I~~~s bin issued. / ~ ~~ ,., 'l .....__..,....___.....-_..~ _Ji .-_...____.... i~iU lIT.TJ::': .JIC'a:7 i.: ILS:'I .:. -..., "~1a::~~$ -;;i. ~:.:~ Jl~bi-IT;?r]Y!'ti • (.O rLL'J~==~ :r, •:- .:.. .__., ; ....-G, ,t~.- .:3 > Irv:;.^av..;;a.ca.us D54~6.~aa~. raT1 o5~6-G5~7. zoo~Prd,~ Efficient Building Program Deconstruction Plan 2.1 Required for additions, remodels, or scrape-offs only Project Address: G ~,Q.cJ ~/1J~ Submittal Date: ~~~ Contractor: z Gl9 Phone: ~~~~0~. ~. Property Owner: (0 l1Q C~1~~-t („ G~ Date of Demo: Project Description ,y .. roject Size (sq. ft) Qj~ Deconstruction Contract v/ ..t-~t~ Phone: ~."Z d`~'Z2.~ _ _.. 1. Is the project a partial or complete demolition/ deconstniction? Partial Complete ~_ __ _ _. . 2. How much of the structure will be demolished/ deconstructed? < 1000 sq. ft. _ < 2000 sq. f~ <3000 sq. ft. _ ?3000 sq. ft. z ,~ 3. Lumber, metal, doors, windows, concrete, and some appliances can be recycled or donated for re-use. Do you intend to deconstruct projecf for materials recovery? Yes~_ No (If No, go to question #5) 4. If you intend to deconstruct; who will be performing the work? Contractor Name and Phone Number:_ :Sr~.~~ ~ ~ Ad ~ >~ Method of deposition: Donation? .Recipient: ' 5. Will demolition waste be recycled? // Yes No_ v~<DtiIVFi 6. What types and amounts of reusable or recyclable materials will this project generate? (Please complete table on reverse.) ~l~ `d °i`~~' ' ~ IV ~~Y' 2 12004 . ~J~AR.,9y 2004 12~.58PM PITKIN COUNTS TITLE '- .~,. .. r ~.,, EXHIBIT "A" " LEGAL DESCRIPTION N0. 1,21. P, 15 A parcel of land being the Southerly part of a larger parcel of land described in Book 377 at Page isi ,also being in the SW'/a SW'/. df Section 28, Township 10 South, Range 84 West of the Si~cth Principal Meridian, being more particularly- described as iollows: Beginning at the Southwesterly cdrneroi said parcel of land from which the SW Corner of Section 28 bears N 89°36'36" W a distance of 200 feet more or less with all bearings based on the bearing of N 00°44'48" E belwoen the Southwest Corner of Section 28 and the S1/16 Cdrner of Sectioh 28; thence N 00°44'46" E and parallel to the west line of said Section 28, also being along the Easterly line of iwo parcels of land described in Book 236 at Page 327 and Book 238 at Page 328 a distance of 761.43 feet to a point on the Southerly line of a parcel of land described at Reception No. 430209; thence East along the South line of said parcel of land described at Reception No. 430209 a distance of 67.16 feel to a point on the Westerly Ilne dt a parcel described at Reception No. 429861; thence S 00°44'48° W along ttie Westerly boundary of said parcel described at Reception No. 429861 a distance of 70.93 feet; , thence East along said boundary of said parcel described at Reception No. 429661 a distance of 42:85 feet to the Westerly line of said parcel of land described at Reception No. 429861; thence S 00°44'48" W along the Westery line of said parcel of land described at Reception No. 429861 and the Westerly line of that parcel of land described of Reception No: 396645 a distance of 691.38 feet to a point on the South line of Section 28; thence N 89°36'36" W along the South line of said. Section 28 a distance of 130 feet to the_point of beginning. 495977 I IIIIIIIIIII IIIIII IIII II~III IIII IIIIIII IIIIIIII IIII IIII ~ 03930 D a 0011 : 38N .. SILVIP DRV I:S PITK I. II~III ~~I IIII~~IIIIIIII~I IT IIIIIII II IIIILII~ I~II04~6bz60001:68p .. '~. RURAL AREA RESIDENTIAL GMQS TRACKING WORKSHEET =a-ce D ~ o~ -ac~~_Q~-Q6~ Permi(-~ J~~ r ~Q ;escec as of June ?5, 2000 and Still Vested? Rural Area Sub-Area ^ "es ^ Rearing Fork ~:tib ^ Crystal River ^ Frying Pan _- !Slates +^ ?re•? 9%8 L=gaily Created. Not Merged Parcel or Subdivision Lot ?cs; 1S78 35 acre Roaring Fork or UGB parcel ^ ?•e•June. 2000 BOCC Approved Subdivision ^ ?re-January. 2000 Crystal or Frying Pan 35 acre Parcel ?os;-June, 2000 Subdivision Lot or 35 acre Parcel rte" __, .^ `rem Competldon 50 .xempuon V ^ Agricultural Builc,rc OOC sc ti ?d"iipn ~ TOR ^ Re....Cd°! ~ HistOnC PreSe^ia;~.C^. =~zc acernen; _ ^ AH Zone D~stnca -` ^c:egory ~-~ No; ~n AH Zone (De nsity Bon us only) ^ R.O. ' ^,. - ., ..0 iDens:y`Bdriu~s orify) ~ _ " ^ Large Lo( (~CG ac is RS'S: ~ _x s: "_ ccr Area aY3O sq h. - ...csed F'~cor Area .~ 6e~CJ sq h. _ -s~ ~a^; r=icer Area ~a~~ sq. h. xeM,-' Ag F:cor Area ~ sq. F,. x= ^! Sid-grade o ace F~~oorArea ~ sq. h. - _ .. a Acaroved dy Permit - __ . _ ~?5~ cxempucn Used by All DevelopmenLOn Property - __ . c` '.,.,~ sti `• ~xemcnon Used by Perm;! sq ft -~ ~ - __ ^~ea _xerrp; ~Y T~R~s) a~~az~sa f•~. = _cr A•ea =xer„p;~elC~by(~TDR Used by Permit ZJ~ sq, h. --, ~c".'.'Ca!2 '~ v~ ~Z ~~ - Cn2~~ 00' Arta - . _a ec icr A.dd~t~ona~ Flocr Area Used sq ft. _ - -•ea 'or Ne~.v GeveEOpment - _~:,=c ='cor Area A!Iccauon for New Developmer.i Used sq..- s^ h ., ~~~~~~ ~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~ 464313 ~ ,~) ~ ~~~~ ' SILVIR ORV~ PITKIN COUNTY CO 2002 02.30 R0.00 D 0.00 DETERMINATION OF THE HEARING OFFICER OF THE COMMUNITY DE DEPARTMENT OF PITHIN COUNTY, COLORADO, APPROVING THE WILI LLC 1041 HAZARD 12EVIE'4V, CONCEPTUAL SUBMISSION, SCENIC OVERT SPECIAL REVIEW AND GMQS EXEMPTTUN Determination No.~-20(11 RECITALS I. Wildwood Land LLC ("Applicant") has applied to the Pitlan County Heazing Offi Officer") for 1041 Hazard Review, Conceptual Submission and Scenic Overlay approval u building envelope to construct a single family residence of up to 8,250 square feet of floor Applicant is also requesting special review approval for a TDR receiver site, in order to uti: develop up to 8,250 squaze feet of floor azea. 2. The parcel is located off of Highway 32 near the Difficult Campground, and is described in Exhibit A. 3. The parcel contains approximately 2 acres and is anon-conforming size parcel in distdcC. ~~ ~ ~~~~'?~ ; . ~a f WOOD LAND AY REVIEVI', :er ("Hearing establish a trea. The ize one TDR to e specifically ie AFR-10 zone 4. The pazcel is located within the Rural Area of the County, was legally created and onfigured prior to May 8, 1972, and has not merged with adjacent properties, and, therefore, is exempf fro growth management for up to 5,750 squaze feet of floor area. ~!"''~' S. The Hearing Officer considered this application at a duly ncticed public heazing on~October 16, 2001, at which time evidence and testimony were presented with respect to this application. 6. The Hearing Officer finds that the proposed building envelope is located on slopes }rf less than 30%, that the wildfire hazazd is rated as medium and can be mitigated, and that impacts on djacent wildlife habitat can be mitigated. 7. The Hearing Officer further finds that the`scenic impacts of the residence can be mi~gated, and that the property is consistent with the special review criteria for a TDR receiver site. NOW THEREFORE BE LT RESOLVED by the Pitkin County Community Dev lopment Hearing Ufficer that he does hereby approve the Wildwood Land LLC 1041 Hazard Revie ,Conceptual Submission, Scenic Overlay Review, Special Review and GMQS Exemption, subject to the ollowing conditions; which shall run with the land and be binding on all successors in interest. I. Prior to submission of any earthmoving, access, or building pemvt applications, the Applicant shall <+ submit a 1041 Hazard Review Site Plan to the Communi Develo ment De artrfle t for approval p~\, ~ and recording. The site plan shall also be submitted in digital format for integration nto the !~~ ~5 County's GIS system. Them lar co of the site plan must be si ed b the owner prior to L submittal for recording. The Applicant shall amen t e site ;plan as follows, pnor t su mrssion for recordation: A. Delineate an access envelope within which the driveway and any utility ext must :: . ' • ~ I II~III I~III ~il~ll II'I ~IIHI ~IIIII III'I f~l ~~II~ IIRI IIII a 464 o e e0 z .3mF SIl Hearing O,~freer Determination No. 200] f"`~ Page 2 2. No building pemvt applications shall be accepted by the Pitkin County Communiy Department until access to the sublectprgperty has been resolved with fhe USFon w~ ___w_~,.__.,, :: ,,. .. ..... . ,fit, Written documentation shall be submitted to the Community DevelopmeritDepai'Ya `(?,;~' ~+ County Attorney for review and approval. In addition, the Applicant shall submit ~ agreements for the section of the road that traverses adjacent private properties in t the property. 3. Prior to submittal of a septic Per~ni~ the A~plicantshall „, ___._...,~.~....~..e.~_ H ~~ ti~ ai~uannty of water to the Environmental Health Depa .. +ttc, .~ ......,._.. .. ,.. , ., ,~. ,,m. 4. Prior to submission of any building permit applications, the Applicant shall: .yl:* A. ~`' Obtain an access permit for the driveway, which shall be approved by the i ~~/"~ and the Community Development Department. ~y~ B. Obtain fireplacelwoodstove pemuts from the Community Development D< .~~~~,~ ~ necessary. .~~~f iv 'C. En~~ t~~ drainage a6d erosion control plan for review and approval by the D. Submit a Construction Management Plan in accordance with the Asset Iv t``'^ for review and approval by the ounty Engineer. The Construction Man '~'~~ shall indicate that vehicles associated with construction (i.e. employee tr. Development .t Service. to access Engineer if :nt Plan Plan f*""^;;' construction vehicles, staging and deliveries) shall not violate County La ,such as '' parking on County rights-of--way. 5. At building permit application, the Applicant shall surrender one original Certific to of TD)3s and a copy of the deed evidencing the Applicant's acquisition of the Certificate (i applicable), in order to develop more than 5,750 and up to 8,250 square feet of floor area. 6. Prior to issuance of any building permit'applications, the Applicant shall: A. Pay the applicable road impact. fee. ___ B. Obtain a royal o is rmit from a Enviro ent a artm nt. The septic _. system shall be Iocated within the approved`7iuild`ing envelope, and must co ply with the setback requirements from surface and groundwater sources. A qualified p ofessional engineer must design the system. 7. Prior to commencement of any i;arthmoving or construction activity, the Appliean shall stake the corners of the building envelope and install construction fencing atound the peri ter of the building envelope. The fencing shall remain in place untit`a Certificate of Occup ncy is issued for the residence. -- 8. The Applicant shall comply with the following measures to mitigate impacts to wild 'fe: A. Only one dog shall be kept on the property, and the dog shall be kenneled B. Native vegetation shall be maintained outside of the building envelope. C.. Provide waste storage that complies with BOCC Ordinance No. 010-2001 Verification Hearing Officer Determination No.b~2001 6~" Page 3 of compliance shall be provided prior to issuance of a certiFicate of occ ancy. D. Fencing outside the building envelope shall comply with the wildlife fe c ing standazds in the Code. E. Avoid fruit-bearing trees and shrubs in any landscaping. F. Any vegetation removed to construct the residence or driveway shall be eplaced on the property according to a plan approved by the Pitkin County Wildlife Ec l .... ogist or Land Manager. 9. The Applicant shall comply with the following landscaping and wildfire defensibl space mitigation _ standards: A. For a distance of 10-15' around all structures, maintain vegetation at a hei ht of 6' or less with mowed grass, low growing perennials or hardscape. Woody vegetati n shall not be planted within this perimeter. B. For a distance of 100' downhill and 70 feet uphill and to the sides of all s cures, thin and chunp existing shrubby vegetation. The remaining clumps shall have a din eter no larger than twice the height of the existing shrubs. The distance between the clu ps shall be 3 times the height. C. Remove the lower limbs of all trees within the periteter noted above to a eight of 10' or half the total height of the plant, whichever is least. D. The Applicant shall be responsible for the continued maintenance of the d ensible space ~°~"'~' requirements. ' e Applicant shall comply with the following additional wildfire mitigation stand Th 10. rds: ~ ~ 1 A. 1 ~ / Roofs shall have anon-combustible roof covering on a Class A assembly, ood ~\~~ -. shake/shingle roof coverings are prohibited in all wildfire hazard areas. R fs with less than a 3:12 pitch are not pemtitted in 1041 Wildfire Areas unless they co ly with the following: 1) All roof coverings shall be noncombustible materials as defined in he Uniform Building Code ([JBC) 1997 Section 1504 and installed on a Class roof assembly. 2) All roof coverings shall have a surface that shall facilitate the Hato t process of clearing the roof. 3) All roof designs shall facilitate the natural process of clearing roof ebris. Protrusions above the roofline, such as parapets, shall be prohibit 4) Roofs shall be installed as requ'ued by UBC 1997 Chapter 15 ands all have a minimum slope of 1:48. 5) All roof designs, coverings, or equivalent assemblies shall be speci really approved .D~ "N y t e tre ars prtor to su trutta o a ut utg erm[t app teat on. B. Vents shall be screened with corrosive resistant w[re mesh with mesh t/a in .maximum. G Roofs and gutters shall be kept clear of debris. D. Yards shall be kept clear of all litter, slash, and flammable debris. E. All flammable materials and fvewood/wood piles shall be stored on a para l el contour a minimum of 15 feet away from any structure: F. Swimming pools or ponds shall be accessible. to Fire Department vehicles. ~ G. Fences shall be kept clear of brash and debris. F H. the structure. ect to od fences shall not con Wo n ` t 464313 o IIII IIVII II'I 'I' II III ~III III ~IIII II II ~I II I'I IIII~ ~I a I I ~~za~ J Hearing Officer Determination No. 2001 Page 4 11 ~s ~' 12. I. Fuel tanks shall be installed underground with an approved container. J. Propane tanks shall be installed according to NFPA 48 standazds and on a ontour away from the structure with standazd defensible space vegetation mitigation azo d any above- ground tank. Any wood enclosure azound the tats shall be constructed wi materials approved for 2 hour fire-resistive construction on the exterior side of the w lls. K. Each structure shall have a minimum of one 10 pound approved ABC fire xtinguisher placed in a visible and accessible location.' L. Addresses shall be cleazly marked with 2 inch non-combustible letters and hall be visible and installed on anon-combustible post. M. New utility lines shall be buried within the driveway. The applicant shall comply with the following standards far development on slop s of greater than 1~%: A. Adequate mechanical support shall be provided for cut slopes. B. Adding water which may decrease slope stability shall be avoided. C. Adding weight to the top of the slope shall be avoided. D. Aisturbed slopes must be contoured so that they can be revegetated. E. Steepening of existing slopes shall be avoided. F. Cuts, fills, grading and excavation shall be confined to the minimum area needed for construction The Applicant shall comply with the following geologic mitigation measures:. A. The house shall be built to the Uniform Building Code specifications for S ~smic Zone II. B. A geotechnicat engineer and/or a structural engineer shall design structur 1 mitigation measures, if re uired:' Measures may include constructing a berm or rock wall on the uphill side of the residence, and/or extending the uphill foundation wall of a residence above final grade. Both the bean and the foundation wall shall be capable f withstandin; a load of at least 600 pounds per square foot. C. Due to the alluvial fan, adequate testing shall be conducted to ensure that f dation locations are free of hydrocompactive soils or voids resulting from piping o differential compaction. 13. The Applicant shall comply with all codes and requirements of the Aspen Fire Prot coon District, including but not limited to, installation of an approved fire sprinkler system, req fired fire flow, and fire department apparatus access, including provision o a tum azound or loo ed access, if the Applicant obtains the right to utilize the second access road in the neighborh d for emergency access. 14. Exterior lighting shall comply with the County's lighting regulations in effect at the time of installation. 15. No development, including grading, excavation, fill placement, berming, landsca ing, well, septic system, entry or ranch gates, and vegetation removal or disturbance shall cur outside of ~~ the approved building envelope unless otherwise specified in this document, such as necessary F ~~~~~~ ~~~~~ ~~~~~~ ~~~~ ~~~~~~ ~~~~~~ ~~~~) ~~) ~~~~~ ~~~~ ~~~~ 464313 a> >a~ .~ . J Hearing Officer Determination No. ~-2001 ~t Page S 16. All areas disturbed by construction shall be revegetated with native shrubs and F water consumption and additional runoff within one growing season of the proj< 17. All development shall comply with the provisions of the County's Noxious Weed Plan. 18. Exterior lighting shall be prohibited on s to limit completion. and east sides of the residence, except for Development Department. All lighting shall comply with the regulations of the Laud Use Code. ,,ttom~ 19. The exterior materials of the residence shall be finished m earth tones which blend 'n with the / `O' colors of the natural surrounding envirotunent. Roof materials shall be non-reflecf e. Materials samples shall be submitted to the Community Developrent Department for review and approval, prior to the submittal of any building permits. Z0. The property shall be limited to a maximum. of 8.250 square feet of floor area ex mpt from growth management, with 2,500 square feet of that total being available only thr ugh use of one TDR. Floor azea shall be calculated based on the definition in effect at the time f building permit application. 21. The Applicant shall adhere to all material representations made in the application o in public meetings or heazings and shall consider those representations to be conditions of ap roval, unless amended by other conditions. 22. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin ounty Land Use Code, § 4-140 and C.R.S., § 24-68-105. The statutory vested rights granted he ein shall expire on October 16, 2004. NOTICE OF PUBLIC HEARING. PUBLISHED IN THE ASPEN TIMES W KLY on the t5'" day of September, 2001. APPROVED AND ADOPTED this 16s' day of October, 2001. PUBLISHED AFTER ADOPTION FOR VESTED REr~L PROPERTY RIG TS in the Ashen Times Weeldv on the a~l~day ofOcT~ft , 2001. Hearing Officer Determination No. ~3y-2001 - Page 6 COMMUNITY DEVELOPMEP DEPARTMENT HEARING OF OF PITKIN COUNTY, COLOR By a-------- ATT'EST: - James R. Tlve, Hearing ~A ~ ! Date Co i o Isabel Calder6n, Administrative Assistant APPROVED AS TO FORM: John Ely, County ttomey APPROVED AS TO CO2 7 G~~ Cindy Houben, Community Development P126-01 Ob ' ~~ PILM2737283000~ f ~? •ent yBy :: ran' f, Inc.; 970 920 9956; Sep•/3-01 9:15AM; ~~-amt GORDON j MEYER 8 Mar Job No. LEGAL - ERIKSON #1 2001 167a .u `~ :. .. A parcel of lend being the southerly part of a larger parcel of land described in Book 377 at P ge 161, also being in the 5W1 /45W1 /4 of Section 28, Township t South, Range ii '1Jest 6"' Principal Meridian, Pitkin County, Colorado, being more pa icuiarly describe as follows: Beginnin at the southwesterly comer of said parcel of land from which the S of said S ction 28 bears N 89°36'38" W a distance of 200.00 feet more or f all bears s based on the bearing of N 00°44'48" E between the southwest c Section 8 and the S1/18 comer of Section 28; thence N 00`44'48" E and to thew line of said Section 28, also being along the easterly line of two of land d scribed in Book 236 at Pege 327 and Book 236 at Page 328 a dist 761.43 et to a point on the southerly line of a parcel of land described at Re No. 430 09; thence East along the south line of said parcel of land at Racept 430209 distance of 87.16. feet to a, point on the westerly line of a parcel de at Recap on No. 429861; thence S 00°44'48" W-along the westerly boundary parcel de cribed at Reception No. 429881 a distance of 70.93 feet; thence Ea said bou ary of said parcel described at Reception Na 429861 a distance of feet tot westerly line of said parcel of land described at Reception No. 4 thence 500°44'48" W abng the westerly )ine of said parce! of land descr Receptio No. 429861 and the. westerly line of that parcel of land descr Receptio No. 396645 a distance of 891.38 feet to a point on the south line Section ; thence N 89°36'36° W along the south line of said Section 28 a d' of '130. feet to the point of beginning containing 2.204 acres mere less. C corner s with rner of iarallel parcels nce of eption m No. cribed if said along 42.85 9861; bed at red at ~f said >tance 4.... ti's .,~^ :., ~`iM} 1 ~+ b y 99167a/ae il~~l~~'~illlf~~I1TI'~'~I~I~I'I'fl~~"IIII I~IIII~~I ~~~I 4fi 5 313 7 a Y Co R e as 2002 02.30E ~pe~~~~ ,~ _-~ ::.~-vx Illlllllllllllilllllllllllllllllllllllllllllllliillllll 0~ 090 4 iL 38R SILV IRURVIS PITKIN COUNTY C0R 0 00 D 0.00 AllMINISTRATIVE. Di',CISION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF y„ A :. „~ -. e. hp..4..rvs.wfM w.M¢Y Wl..-£J~~ ~+'sFN K. w.... ruv wM EV :-a ... ",~'""'~'''+ PITKIN COUNTY, COLORADO, APPROVING THE PARVENIR COMPAlSY LLC 1041 " ,_ HAZARD REVIEW AMENDMEN"I Administrative Decision No. I-T -2004 RECITALS Parvenir Company LLC ("Applicant") has applied to the Pitldn County Community Development Director ("Director") fbr 1041 Hazard Review to add accessory envelopes to accommodate the septic system and well. The accessory envelopes are adjacent to the approved building envelope. 2. The parcel is located east of Aspen near Difficult campground, and is more specifically described in Exhibit A. ~ ~' 3. The parcel contains approximately 2 acres and. is a no,n-conforming size parcel in the AFR-10 zone _ district. 4. The Hearing Officer granted 1041 hazard review, conceptual submission, scenic overlay, special review approval and GMQS exemption, pursuant to Determination No 039-2001. The 1041 site plan was recorded igPlat Book 63 at Page 60. 5. The Director finds that the accessory envelopes will not create additional impacts on 1041 hazard areas and are primarily located ou slopes of less than 30%. Small areas of slopes in excess of 30% will be a^'~ impacted; development in these areas is colisistent with tfle exception for development on slopes in excess ~, bf 30% as provided in Section 3-80-050(C)(])(c)(ii)(c): ~~ THE DIRECTOR DOES HEREBY APPROVE the. Parvenir Company LLC 1041 Hazard Review Amendment, subject to the following conditions, which shall run with the land and be binding on alL . successors in interest. 1) The conditions of Hearing Officer Determination 039-2001 shall remain in full force. and eCPect, except as amended herein. N 2) Prior to submission of any ea7rthmoving access or handing permit applications, the Applicant shall submit: an amended 1041 Hazard Review Site Plan to the Community Development bepaitment fi>r approval and recordation. The mylar copy of the site plan mustbc signed by the owners prior to submittal for recording. The site plan shall include notes stating the purpose of the amendment and specifying that the accessory envelopes shall o171y accommodate the septic system and well. 3) The AppllCilllt sl'lan ad11El'e to UII Ill a~lBYlnl YCprelei1t'.11110115 I11adC II7 the nppllGah 017 OI' In puhhC 171bet111gS OI' heal'Ing6: - ' APPROVED by the Director, [his ~~day ol'_ r vxw er , 20(T~ /Ill ~ ~C~ _ CmCI) HOUhCII, COnlnln^it)' DfVClOpinelll Dlrecl Or '. hoax na rlon~>;,~sloouua 961 e a 1(1011 11111 Illlll I fill Till III Ill i II 1111 III 4 z ei : ssa , 5[LVIR pRVIS"PIYKIN COUNTY-00" `~-R 0 00 -`~ ~~~D'0. 00 - ~. Sent By: ttA6ILlaA880CIATEB,INC.; 9709208968; ttar-30-04 72:07PU; Page 517 J C.Y~rF1~r, Jo~zxsoN, Finaitvsox, N'rr+t? & R.dc3oxrsrrt, ATfORNl=YSANgCOUNSELORSA7t,4w n2 NORTH X57 STREET swTE c ASPEN, COLORA00 a.®~ 1 J. BART JONNSON DIRECT DIAL (070( Nt.t6i! 6ARTQO.IRNR.COM (ELEPNONE 9105+++637 FAX 91084x4832 W W W.OTTCNJONNSON.CON Jury 22, 2003 VIA NAND DaL1V};RY Pidan County Cortnrtunity Development Depardnent Attention: Lance Clark 130 S.tsalena Street Aspen, CO 81611 Re: 1041 Hazard Review Determipntion No. 39-2001 Dear Lance: DENyL'R ASPEN SPRIN65 e..lOHN50N (194620001 This letter' concerns 1041 Hazard Review Determination No. 39- 001 processed by Wildwood Lund LLC (the "Determination'. The Dcternination was appm on October ]G, 2001, and was recorded in the Pitkin Cowrty teat property records on Feb 25, 2002, at Reception No. 464313. The subject property is located off of Highway $2 to the southeast of Aspen near tine biffiwtt Campground. The property is on the southwest side of the. Rtiaring ork River. To access the property it is necessary to cross a portiott of the White River National or+est between Highway $2 acrd the Roanng Fork River as well as several private properties. Pursuant to condition nwnber 2 of the Detrnninatiory before any uilding pem»t may be issued, the landowner is required to submit to yoty department. written tanentation of access from the United States Forest Service (the "USES") as well as copies of ac easememc over the privately owned parcels. 'this letter and the enclosed attachments provi this required documentation. The subject propariy is currently owned by Parvcnir Compan L1.C, which purchased tha property from lire Erksoids aiKl Tarutt[s eattie~ this year- The Eriksons and 'Fanners had originally agreed to sail the property in Wildwood Land LL(' (the company that processed the Detattnination), but prig to the closing Wiidwooii Land LLC. sold is right to the purchase contract to Parvenu Company LLC- A,a part of the sale, Wildvvood LI.C agreed to provide the access documentation required by conditiprt mrmber 2 of the De ination. This frnn represents Wildwood Land LLC. USES Ateess The subject property is located within an enclave of nine private p parties on the southwest side of the Roaring Fork River that aze surrounded by [hc White "vet Natinnal sent fay: iw~if_f.aassacinres,rwc.; u I,ancc Clark July 22, 2003 Page 2 trioyzoa5utt; Bear-era-oa iz:orra; Nage aii Forest. Access to ail of lho properties is provided by turning off of Highway 82 a USFS road a short distanex to the Roaring Fork River and then crossing the Roy onto property owned by Black Diamond Holding Company LLC (formerly owi family}. From there a private mad network extends to the various parcels. A rii the subject property wrists over the USPS property by virtue of two road case been issued by the USFS to the Difficult Upstresin Bridge Users Association Company LLC is being admitted erg a meraber of this Assaciatiot- in its capacity subject property. To demonstrate this right of aces over the USFS property following doeeaneritation: Tab 1. United States Forest Service Forest Road Upstream Bridge Users Association, lac.; and. Tab 2. United States Forest Service Private Road Upstream Bridge Users Association, Inc. In addition, you shou}d be;aoon receiving a hatter directly fran Cu USFS aclrnowledging the existence of access oven the. USES property for the r Difficult Upstream. Bridge Users Association, Jrrc. The enclosed easement agrccataNS from the USES paovidc access 82 to the properly now owned by Black Diamond Holding Company LLC and f by the L»hn family. From. there. aoo~s to the.. subject property is provides agrecnrents over privately owned parcels within the enclave, as more thlly descn'b irifd then taking itrg Fork River xi by the Ledur n of access for ientx that Gave Jnc. Parvanir s owner of the we attach the to Difficult to IAifficult Dc~o of the rbers of the 'om Highway mcrly owned by easement 1 below. ARer crossing the USFS property to the Roaring Fork River, to the subject prope=rty is via a private road that traverses parcels owned by Black Diamond Ho Company J I.C. Robert and Jacqueline Means, McFarland Jioldiags LLC and Popi»ornl LLC. .The casements for the bcae5t of the subject propeirty that exist over these other pare are attached as follows: Tab 3. Access I:asematt Agrexateent Crow Black Diamond Ho g Company, LLC to Parvarir Cornparry LLC and .Batista Holdings L C (the owner of another adjoirring parcel), as recorded Novem 6, 2002, at Keexptioa No. 474455; Tab 4. Aaeas Easement Agreement flan McFarland llol ,LLC to Parvenu Company LLC, as recorded November t 2, 200 ; at Reception No. 474618; Tab 5. Access Easement Agreement from Pope:omlaad, l.i, to 1'at`venir Company LLC, as recordrti November 6, 2002, at lion No: 474456; and sent ay: sprit LL6,15~UlaA~C5, 1Nt:.j J Lance Clark July 22, 20A3 Page 3 droazunaoaj xar-au-u4 ~ruzrwAj rage ,ti Tab 6. Grant of Easement from Robert B. Farmer (former ow er of the parcel now owned by Robert and Jacqueline Meene) to St hen A. Erikson and Bertrand D. Tamter (former owners of the snbj t property), as recorded November 3, 1975, at Reception No. 1 T8969. As iron probably know, there are two bridges ovar the Roaring ork River that pass from the USFS property to the property owned by Black Diamond Holding ompany, LLC. At this time, only the upstream bridge iti perrrtitted pursumtt to the easeattems" the USFS that am enclosed with thin hater. The Access Easement Agreement finnt Black Di Holding Company, LLC enclosed with this hitter at Tab 3 alkrvvs access via eithw the do cam bridge or the upstream bridge. Thus, the fact that the downstream bridge is not current y permitted by the USFS does rot affect the availability of Iegai access to the subject property. To provide ns with a writica aclotowledgmcnt froth your dep that we have satisfied the regniranatts of condition nutnber 2 of the Determieation, we would greatly appnxiate it if you would sign this letter where indicated below. Thank you very mttch for your attention to this matter. Please c ntact me witlt any questions yon may have. Best re¢ards. lssmxix lrnclosiaes cc: John M. Ely {w! ends.) Cindy Dean, USFS Brian Stoweq Rick Magill Jonathan Thomas ACKNOWLEDGED AND APPROVED: a Printed Name; Lance Clarke. ~; ~ Firkin County Community Development 3 For 019EPt, JOHNSON, ROBINSON, Nerr 8c Rncartt<rn, P.C. W(IL\ JU V•I IV4 IL'VI 1W Yll3(lll VIWIYYL 1141 a IJI VVVJ/JIV •. L `. Upited States `~ Forest While Etiva• ' h Aspan ltanget Dictxict ~~ , Ucpartntnut of Service National 806 West Qallam - Agrirulture FW ~t Aspon, CO 81611 (970)925-3445 FA7C (9T0) 925-S277 ,, _- „,-_ w, _ „ _ Fk Code: 2730 E)ate: July 24, 2(1(13 lance Clarke 1`itkitl Community Development Department ;(1 S. Galena Sn~eet ;~xpc;n, CO $1611 i roar Mr. Clarke: _ a't'e have been requested to provide written documentation regarding access across National T'l,rea System lands. pursuant to requirements speci[ied under Pitkiil County's 1(1M11 Elarard Review betannination for private property. The private property owners suUmitting Ilacarcl Review Determinations include Aspen Meyer LLC aid Wildwood Latid LLC. both of which sr:: luc:mbers of the Difficult Upstream IErdge Users Association (Bridge Users Association). 6 ~7amhers of the Bridge Users Association, which include all present or huure owners of propt~t~R~ :i„ated in Section 28, T. IOS., R. A4W:, 6`~l P.M.. Pitkin County, Colorado, cumntly hold two ~.tvements with the USDA Forest Service issued in 1996 that authorize access m private lands l.r/iss 1Vational Forest System lands. This includes road access off Highway 82 via National 1•~trest System Road #141 (aka, Popcorn Lane},the road approach and a pottion o1'thc upsvcmn s•l ulge that spans the Roaring Fork River. We arc currently working on issuance of a term .¢L:ciul use permit to the Ilridge Users Association to provide for access across the "downstre:utt nridgd' and the bridge approach. it you have questions or need clarification on these easements please contact Cindy Dean, Rctliy specialist, az 945-3317 or 963-2266. ~Irtacrcty, ~~:`;\\I,I).ACE (BILL) WESTB$OOK •~ 1~•ling District hanger 1-,r ~. 1.: Bnrt Jobtuon for Owen, Johnson, Robinson, Neff and Ragonetti, P.C. {w;: ~:~;, ; ~ Coring Cor the Lrnd and Serving People ~.,,,.~L,,.,.,.r.,..~ +~~ ~~,. J CertificateNumber: 1 tZ-~`I-d 2-SW Date Issued: 4` 29 b v 6"'"""a IRREVOCABLE CERTIFICATE OF TRANSFERABLE DEVELOPMENT RIGHT ("TDR") I. Description of Preservation Site: The Galena Belle Lode USMS 16032 See Exhibit A attached hereto and made a part hereof by this reference. 2. Pursuant to Ordinance Nos. 95-24, 96-37 and 96-43 ("Ordinances"), as applicable, of the Pitkin County Board of Commissioners and related provisions of the Pitkin County Land Use Code ("Code"), this certifies that a Transferable Development Right ("TDR") has been severed from the Preservation Site described in Exhibit A. This Certificate No. IfL-o'I-Di-SW evidences and represents _ one TDR and the TDR represented herebymay be transferred to and used at a Receiver Site as permitted and in accordance with the Ordinances and the Pitkin County Land Use Code. 3. Possession of the original of this Certificate, properly endorsed, will constitute the ownership by the holder of the TDR herein described. 4. This Certificate may be transferred at any time and from time to time by endorsement and delivery. , 5. This Certificate is perpetual and irrevocable, and Pitkin County, Colorado, will honor the same. Signature of Owner of this Irrevocable Certificate of Transferable Development Right at the time of issuance Signature of Authorized Official of Pitkin County, Colorado ~~ ~ JJtC~ht„ ~, ~~. ~!~ William F. Hurst t(ctn~aS STATE OF CAI~91t~kH0 ) ss. COUNTY OF-]-'~1~~ ~~ ) By: uzanne Wolf ' Title: Senior Planner, Aspen/Pitkin County Department of Community Development The foregoing instrument Irrevocable C/~ert~ifi7cate of Transferable Development Right ("TDR") was acknowledged before me this`d~7~ day of N-1]ltR. , 2002, by William F. Hurst Witness my hand and official sea. p VVFIRNEY D, tiI.EA30t~" My commission expires: (P Jd1 ~~ STA7E OF o ublic ~? Page 1 of 2 STATE OF COLORADO ) )ss. COUNTY OF PITKIN ) The foregoing instrument Irrevocable Certificate of Transferable Develo ment Right No. (~-b'1-o2~W was acknowledged before me this ~"~'day of 2002, by Suzanne Wolf Planner Aspen/Pitkin County Community Development Departm M Witness my hand and official seal My commission expires: -~~ 1.6~ O~ Notary Public .. _ _' ` Page 2 of 2 . . d F J EXHIBIT A To that certain Irrevocable Certificate of Transferable Development Right I t2'~~'0 LAS W Description of Preservation Site: The Galena Belle Lode Mining Claims, II.S.M.S. No. 16032, Situated in the Lincoln Mining District, as described in the Patent Recorded November 12, 1909, is Book 135 at Page 361, County of Pitkin, State of Colorado. County of Pitkin, State of Colorado I ~ BRIAN L. ST!)WELL, P.6.- A LAW PRACTICE . April 19, 2004 ~ ^ _ ~ Re: Water Supply for Parvenu Company f LC Parcel , David Johnston David Johnston Architects ^ 41:8 E. Cooper Ave, Ste. 206B " Aspen, CO 81611 ` ^ David: I am writing to conf rnl.the adequacy of the legal water supply for the above- ~ • referenced'parcel. The property will beaerved by'a well that is the subject ofwell permit' no. 256126. In addition, the property has been historipally served"by a well located-on an adjacent parcel, parcel no. 273728300005. This adjacent well is pemvtted under permit no. 49904, issued on November I7, 1971 and allows for domestic use as tgel! as limited outside irrigation. Because both wells are permitted under C.R.S. §37-92-601, the wells -are exempt from administration and will serve as an adequate legal water supply for the property. _ Please advise if you need'anything further. . All th best, _ _ , ` ,~, ~.. Brian I,. StLowell .. , ,. cc: Rick Magill _ Cathy Kinzer ' r - - :. 'i %P.6. Boz 3709 _v _ ; Basalt, Cobrado 81621 ' 970.963.6379 •'Fax 970:963.5570 - ' , stowman~rof.nel~ ~ ~ ~ ' ~ ~ I. mnx-~U-U4 lut: I[•U[ ra nxl>+n aluwet,l, rpa nu. lylUyDJ55lU r: ~ Fonr: f:ri OFF{CE OF SHE STATE ENGINEER ~ws-: COLOR/O D1V{S{ON OF WATE~ RESOURCES 818 Centarxual .. 13t3 Sherman 8t., Denver, CAtOrado 03 (309) 866.3501 APPt„~r,NY PARVENIR COMPANY LLC 7090 CABALLO RD (:ARBONDALE. CO 81823- APPROVED W L_F L LOCATION PITKIN COl1NTY SW 1/4 SW 1/4 Section 2ti Township 10 S Range 134 W Sixth P,M. DISTAN FROM $ECTIOLV LINES 500 Ft. from Soufh Section Line 250 Ft, from West Section Litre rg70) 903.6378 NorOting; toasting: P ~t~~nueTRUCT A WELL -- -_-.__. ISSUANCE Or= TFil3 PERMIT DOES NOT CONFER A WATER RIGHT s-r'+uO1TIQNS ~ APPROVAL t} .' [•.v< well-atrall ae.tateid i~1d16b.a.1t®1tHe t0~Ca164£ rm.N8t8[IaljO~tpLlQerdstlro watOr~{t1l10,_]jtP issuance of tMs oet0t+4 .. _ - doe4 rrol ensure that no injtay will otxw b anodter~reatetl wilteirfgM tx prelude attolherovmer of a voste0 tiret9ry)ht fmm ., •el:ittg relief in a t:hN court action. 2) ', •e rnnstruction of {hie wB0 shall be in caapfianca w{tlt the Water W ell Consimction Rules 2 CCR 402-2. unioss appmval ;•~ a variance has been gronled by Ole Soto Board of Exanstrots of Water Well Construction tttul Pump Installaaon :nMractors to accordance with Rute 18. 3) :+r>tKOVed pursuant b CRS 37•g2~002(3)(bxiixA} as the o^N well on a residential site of 2.00 acre(s) tiestxiesd as that .::+rtbn of Ute SW 1/4 of Ole SW 1/4. $t1e. 28. Twp. 10 $. Rtq. 04 W, St7mt P.M., Pltlthf Cwstly, more pttcticulerly aettcn'bed,^ •i+n attached etfiibit A. a1 -r. uae of grourM waterhan Ihk well is 0miled b ordinary household purposes inside one e;ngle family dwelling. 7 Ms }round wafer shave not be used for 1Mgallon or toner ptsposes: s) r w pumping rate of tots wen chant tal exceed 1S GPM. 6 ~ ! ~r return flow from the use of this yell must be Mro11gh as irxFviduaf waste water disposal system of the -,1r.•evapotanve type lxhere the water b rett#heq tO the same 8lfeam ttystent in vYhilt tl+e wen is Itfceted. 7, rots welt tp+all be constructed trot mare Oren 200 feet from Nre Wcatbn sptxYied on tttia Pj 3I~~ y q~nt?OVEO ,,~,~ ;... State E •!~'i I:ecH,pt No 0520611 DATE ISSUED 03-25.2904 - WELL PERMIT NUMBER 25$136 DIV. 5 WD38 DES. BASIN MO ~~ ;~ 03/13/2005 12:05 9709279260 BROOME CONSTRUCTION PAGE ,01 ', FAX/Memo To: Pitkin County Building department Attention: Brian Fax Number: From: Paul. Broome, Pzoject Manager bate: March 14, 2005 Re: Parvenu BP ~ 0414.2004prrb Aspen, Co. 81611 Phone: 970 544 5941 Fax: 970 544 5981 L Mail: broomecm~aro£net Pages: 2 (Including cover sheet) Please notify me if you do not receive all pages. Comments: As we discussed in our framing inspection 3/10/05, the attached letter addresses tlxe T1I spacing in the kitchen azea. ,. If you need any additional information please call. DETAIN F®R ~~~~iANENT FIL~~ ; 5080 Cownty Road 154 Glenwood Springs, Co. 80601,970 945 4400, 970 9450141 fax Fax cover sheet Page 1 of 1 03/13/2005 12:05 9709279260 SROOME CONSTRUCTION iu~ar iq va 11I9Ue Keup Engineering, Inc, 9709469633 19z9 Grand Ave KAUP ENG~IEERING INC. . _ Glenwood spMiw (®70)945,9613,1 March 14, 2005 David Johnston Arnhtects 418 East Cooper Street Aspen, CO 81611 Attn: DanieE RE: 6eilevue Lodge, Homing Star Preserve, Aspen, CO Dear Daniel: PAGE 02 P.2 Paul Broome of Weitz Norris Custom Homes called to request verrTication of spacing for the roof ratfiers over Nie Pura Oven area of the kkctten, The rafters were indicated as 11 7/8" TJI/110 @ i6" o.c. The framer substituted Nordic NI 40-x rafters @ 24" o.c. The overhang was also revised to a shorter distance. This substitution will De acceptable Please call with arty questions or if I may pe of additional assistance. Sirmtamly RETAIN FOR F'~'~yiAN~l~i' F~~..~"S IIII( WELD /BOLT INSPECTION client Name: BATISTA HOLDINGS, LLC Project: $ATISTA RESIDENCE dob Number: GSO4356.000 R®port Number: 1 aion Date: Q4/29/2005 Field Rep: ,JQR TYPE OF INSPECTION 1 APPLICABLEQ UDErasonic Weld ^ Decki ^ Visual W®id n AWS D1.1.02 Sect. 6.13 AWS D1.3-0 Sect. 4.5 AWS D1.1-02 Table 6.1 - - - - ~: ^ Magnetic Particle Wetd O High S~ras gtA3B~~Aaso~sors se~ce&9`~urat AWS D1.1-02 Sect 6.10 _ _ .. ^ L.iquid Dye Penetrant Weld ^ A~noho~r Botts AWS D1.1.02 Sect. 6.10 Location and Description of Work: WELDS BOLTS 1. SEE ATTACHED REPORT. At the time of our inspection, the items observed metthe quality standards sited above unless noted below. ^ Discrepancies were observed, please see the attached Outstanding Discrepancies list. Specif7c information is presented on the following inspection reports- 234 CenterDr. I Glenwood Springs, CO 81601 i Phone: 970-945-2809 ~ Fax: 970-9"45'7411 E0 3917d NOIlOf1J1SN00 3WOObH 09Z6LZ60G6 ZZ:GO 600ZjT0/90 .High-Strength Bolt Inspection Report CTLITHOMPSON (~ ' ~-t3s'C~ JUd NUMk3hHt ~ -- ~~ -~~- cuENr _ _ -. ~ - -~~ c~ ~`" -- PR0.1EG'r: ~ '~ty~~V~LQWO~I DATE: '. LOCATION: _, ~~ ~-- It~.n__~ BOLT MANUFACTURER BOLT MARKINGS BOLT DIAMETER UI~Lr) /~^~~' PLANS BY C',rAQ.c~ C~/ /to+ ~'~Z~ ~- DATE LO ~ ~'~ ~" f~ JOB NO. ?s~ Zvi,,,' C~~S r li n The installation and bolt tension were checked in accordance with project specifications and the American Institute of Steel Construction Specification for Structural Joints using ASTM A325 or A490 bolts, Sections 8 and 9. At the time of the inspection, bolts observed in the above locations were Installed and tightened to the minimum i required tension values as set by the American Institute-oi Steel Const~uciion. J7C1 Yes U No (see remarks) REMARKS i FIELD COPY _ TECHNICIAN ~_y~~D-~~-y . ~-. - - ~`^il-~VL r. ~ ~~~- 40 39dd NOIlOfI?~1SN00 3WOObfi 09Z6LZ60L6 ZZ~LO 400Z/0/90 . ,-.r-n,-Innl nnln nP.4CRIP710N OF WORK . f ~ ,,; - ,. - SPECIAL-INSPECTION AND TESTING AGREEMENT To permit applicants of project requiring special inspection and\or testing per Section 1704 of the International Building Code (IBC). Project Address:~`~~D Qo~a ~ _ Permit Number: 6`t?I±~tA~ ., , BEFORE A PERMIT CAN BE ISSUED: The owner, or the engineer or architect of record, acting as the owner's agent, shall complete two copies of this agreement and the attached Special-inspection and Testing Schedule, including the required acknowledgments. A pre-construction conference with the parties involved may be required to review the special-inspection requirements and procedures. APPROVAL OF SPECIAL INSPECTORS: Special inspectors may have no financial interest in the projects for which they provide special inspections. Special inspectors shall be approved by the building department prior to performing any duties. Special inspectors shall submit their qualifications and are subject to personal interviews for pre-qualification. Special inspectors shalidisplay approved identification, as stipulated by the building official, when perfomilng the function of special inspector. Special inspection.and testing shall meet the minimum requirements of the International Building Code Section 1704. The following conditions are also applicable: A. Duties and Responsibilities of the Special Inspector 1. Signify presence at jab site. Special inspectors should notify contractor personnel of their presence and responsibilities at the job site. If required by the building official, they shall sign in on the appropriate form posted with the building pemilt. 2: Observe assigned work. The special inspector shall observe assigned work for conforniance with the building department approved (stamped) design drawings, specifications, and applicable workmanship provisions o€ the International Building Code.. Architect\engineer-reviewed shop drawings may be used only as an aid to inspection. For continuous special-inspection, the special inspector shall be on site at all times observing the work requiring special inspection. Periodic inspections, if any, must have prior approval based on a separate written plan reviewed and approved by the building department and the engineer or azchitect of record. 3. Report nonconforming items. The special inspector shall bring nonconfomvng items to the immediate attention of the contractor and note all such items in the daily report. If . any item is not resolved in a timely manner or is about to be incorporated in the work, the special inspector shall immediately notify the building departrnent by telephone or in person, notify the engineer or architect; and post a discrepancy notice. 4. ' Provide timely reports. The special inspector should complete written inspection reports for each inspection visit and provide the reports on a timely basis determined by the building official. The special inspector or inspection agency shall famish these reports directly to the building official, engineer or architect of record, and others as designated. [IBC Sec. 1704.1.2] These reports should be organized on a daily format and maybe submitted weekly at the option of the building official. These reports should include: a. Description of daily inspections and tests made with applicable locations, b. Listing of nonconforming items, c. Report on how nonconforming items were resolved or uaresolved as applicable, JWTJP W(Jt L1•G..~ J~(-1$-2~4 FRI 07:21 A!t FMI ND. abn~~ u:et ~rrree aimi~ aaNSmuormN '` _ s„~ ~~ of oi.ts. sl~r:n aaMVion rTSeTS wre ~p 7~tN ,. . 1• P. 02 Peat as r•3 r L ~~~wwMf~1w/r6srerswM.l.Ys,.~kr .Nfd~M~wtwWrwiw/+~r~d rpli*~rY wwt ~'~ 1 /yl.Mri1Y.W.F A//M.~~~.11~d~Ms~~A~li.pe/1A~wAw1 (.~tldad~r wwM~rlMlsltlilaa~l.~4Md~i~~lutriby a+pl~~.LddlilrlUi~~gn ~ ~AM~[6iri~ 1N~ Ye.Awnifl~la~f 1Yel amtaw~e4.R'si~iMeM~eyy~~~~.y~f~MltNrei~e f~aelil~sni~w.wli~~powLurF~iw~U. a ~~s1~w.rR#.~aMgw ~. A~.:~e,~,dW,~Wa.p~a'11e~+tAS/pr~naRi+iaq~wrew p~~rl~s+tly~tai~e.Irrriq~gar. . ~ .p.1t ~i.t~.feww~ a~~.wfeprwrr.~ ~.rw.[+.y.i.t w.e1. N~.~' e'.ma • aw4sat~ew~tsrQ~rerrA9r. wi(wrs.e~~ _ sae ~+.st+war.er ~.iMrr wdW rdrib~m~wt `.~W ~ __'`r~w~ ~.. 9ip~0.i~p Wit.-.,~..__,~.. ~~ ("'^'I~•.,._.Dn.. ,~ ~; ~~"' r~,~r,om~onm,;,m,mN,, s TOTgL P. 02 Rpr 28 04 10:50p Stowell 3039734929 p.3 Jun 17 04'03:45p DFIVID JOHHST011 RRCHITECTS 970.920 2186 p.3 ~'. ~ ~'. 1. Fabrication esempt inspections. Special inspections are not required where work is ', . done on the premise of a fabricator registered and approved to perform such work ' without special inspection. Z. Approval of iabrieator. Approval shall tie based upoa review of d[e fabtieator's wrinea ' procedural and quality control manuals and periodic auditing of fabrication practices by an approved special inspection agency. ', 3. Completion of fabrication.. Upon completion of fabricazion, dre approved fabricamr shall submi[ certificate of compl'taace to the building officialsiating that the work wai: performed in aceocdanee with the approved cAnstruetion documents. G. Building Departmrnt Respons54ilities 3. Approve'special-inspection program- The building department shall approve all special inspectors andspecial-inspection requirements. 2. Enforce spee:al inspection. Work regn'uing special inspection and the performance of special inspectors shall be monitored by the buikJin4 inspecor• HisUierapproval, in '. addition to that oflhe special inspector, must tie obtained prior to placement of conercte, covering of shuctaral steel, or other similar materials. ~ ' 3. Review inspection reports. The building officio! should review spacial-inspection '' progress and fiaai reports. ' 4. Perform final inspection. The bui]ding offroial should perform the final inspecton and ~. approval for a project [IBC Sec. 189J.IJ after the final specie{-inspection report has been reviewed and approved ACKNOWLEDGMENTS. t I have read and agree to comply with the co~itions of this agreertunt ~ ~ ' ~ Special htspector or Inspection Agenry: ~ ~ ~~ By: Data Owner: ~.. 1-~arvfx~Y C~dw~-OaN:, Ll-C.By: ~ _Dau: ~O l7 D Project EngiruxrlA[ehiteet: - ~J)+AD 3~aas5Vs[+ yr~pa, Bv: Dale: ~•4b •~' By: Date: Approved Fabricator: By: Rate: ACCEPTED FOR THE BUILDING DEPARTMEM' BY: ~ Date: .. ~,. 3 .; David Johnston Arcn Parvenir Residence ~+, Warm Roof Worksheet a.7.oa ' "'" f" '^ Proposed Assemtity at 70 degrees F - Ihterioi Temperature ~' 7anuaryMeanDaityTemperature-Aspen ~19.SdegrcesF. _... .._ ,. Thermal Resistance of Assembly Enter project-specific values in highligMedcelis below. ' i Tnicln>ess om R Value Standard Material R-Values - ' outside air Layer 0.17 Roofing ' " 0.21' Shingles = 0.21 ' ..... Waterproof Membrane 0 .. _. .. ,..Ptywaod O.B2~ 1/2"TBG- 62 3 ~ Rigid Insulation (R-5/ in.) "f5` EPS= R4/ in., XPS'= RS / in., Polylso= R7 / in. '. 518" ....Sheathing °"~~"'0:77 5/8"T&G=.77 '~. 70" - Batt Insulation 38 51/T Fiberglass Batt =30.0 '. _-.:,. 5/e" t;yp. Ceiling Material 0,56, 518" Gyp = 0.56, 3/4"Hardwood =0.71 IrrsideAirLayer 0.62 _... . ... ,._. . ..::. _... .... _.. ... .. Total R-Value 55.95 - - " Sheathing / Insulation Interface Temperature =(70) - [((R-Value) / (R-Value Total x (Change in Temperature)) .. ~. .. !~ 70. 0.68. 0.56 36 55.95 .50.2 ...... '~. 39.24 ~..., 0.70734 35.20729 Sheathing / Insulation7MerFace Temperature 34.78271 degrees F (compare to chart below) Temperature of Sheathing /Insulation interface moat be above dewpoim for a gives relative humidity. ~' Dewpoim at 30 % Relati~re Humidity 37 degrees F DewpoiM at 35 % Relative Humidify 47 degrees F _. ..: Dewpoim at 40 % Relative Humidity.. 45 degrees F Dewpoim at 45 % RelaBve Humidity 47 degrees. F... .. DewpoiM at 50 %Reladve Humidity 49 degrees F ',. Notes: '~. 1 Rigid insulation to be Potylso T 8 G, T layer 1 172", 1 layer T thick w/ overlapping joirds in both directions. 2 Cavity insulation may be fiberglass half; blown incellufose or ofner insulation approved by the arctiftect, ' hovrever, ~fe;_,; ~ ~ :. _tl'rmtAR30~a~.. 3 In order for the warm roof system to work on the coldest nigh of tfie year, v~(ative•htmeditymrthe•hoasemustbekapEtn'^ ' a)zsW ~_. .9e60mlmertdsa , uMaHowthehgiildity-fotienc Qtoreth 4 Due to the kw/ slope of some of the roofs, Ice & Water Shield Hall tie used as the viaterproor membrane: Ice & Water Shield is a .membrane impermeable to water and air. Therefore, the roof system is desigrred to dry to tfieirMemor, Arty moisture .... ' that enters thesystem from the interior must also exit to the fnterbr. ..For this to be posst'ble, ... ,... ~, The 5/8" gypsum board at the ceifirg will act as a vapor tliftusion retarder. This wodts best if a vapordiffusion retarding paint is applied.` 5 Adequate ventiWtron is key to file performance of tliis roof assemtiy. F-xcess nq~turc mri~ have a mans or being mdrausted :... from fhe interior. g - ~ '-The meoTi~anlcal engineer or '~ ' design /build subcontractor may design this exhaust as part of the overall air dtstdtiuffon system. ' put Ureettre baihroom tans on ti tmers so~hthey n for a few minutes each atirrre they are used~~ hood and . ' !,: D/~ ~°ieG~2 ' REMP SUMMARY SHEET (v.3.3) ~ //(~~- Project Name: Parvenu : (~ ( ~ CJ~ ~~ I. House-Size REMP Requirement (Section 311.3) c Area Associated with Building Permit' 6,015 !!' sq, ft. ~ ' (Use UBC de/inifion -inside o/extenorwalls). ~ '. A. Houses over 5000 sq.ft. are required to have an on-site renewable energy system. Please '. select one option below by placing an'X' in a box below or use REMP option. - - ' NOTE: This system does not cover SupplementaLEnergy REMP Option. ' " ~ -~ ~'' Option 1: Install 2 kW PV (solar electric) system. - ', (also counts for EB Progrem - 20 pis for 2kWj Option 2: Install a 3 paneF SHW (solar hot water) system. ' "` ~. (Does not count /or EB Program points.) Or use HouseSize REMP Option: $5,ODU.00 II. Supplemental Energy REMP Option (Section 311.2) A. Exterior Energy Usage '~, Application sq. ft. Efficiency Exterior Energy Use y'~ ~ '. Snowmelt: 4000 :. 98.0"/0 1dg,084,5'16 - Btu 1 r , p t ~~"'~~~~ ~ ~ i~ spa: 85.0°l0'. 0 Btu / yr q. Pool (Summer Only): 85.0°~! OBtU/yr o/~+/~ryLyCk'p,~/V~gy~p4llU~~p~g[+ Pool (All Year): :' 85 0°~:~ ~ Btu / Yr t' VR V VLJ¢. V VOW~LIP'6'y`j~^, ~. Exterior Energy Total: 145,064,516 ;Btu / yr . o ~i~. B. Enter Proposed Energy and Standard Energy values from Calres Calculations: Standard Energy 28,61 !!! kBtu / sq: ft. Proposed Energy: '. 28 86 I kBtu / sq. ft. '. Surplus Energy Credit: B: O1 d,250 !'. Btu / yr '. C. Quantity of Supplemental Energy Exterior Energy (A.) -Surplus Energy (B.) =Supplemental Energy I ]d2,050.266. '' Btu / yr D. Supplemental Energy Sources On-site renewable energy or GSHP efficient systems can supply supplemental energy. Please check box associated with systems that will be installetl and fll out apprdpriatesections on the Renewable Energy Sources &GSHP Certification worksheets. Supplemental Estimated REMP Supplemental Energy Sources Energy (Btu/yr) Base System GSHP (Ground Source Heat Pump) ~SHW (Solar Hot Water) PV (Solar Electric) Supplemental Energy Total: 142,050;266 $56,285.57 `,- O " $0,00 . 0 $o.oo Supplemental Energy REMP Option: III. Total REMP Payment: Total REMP[ Prepared by: Amount Pre-paid: Total REMP Due: Company Name PRCa Signature: Contact phone 970 820{358 Print name: .: qlo`$' SS ~ ~ 01262pp5 ., ~' DAVID JOHNSTON ARCHITECTSvc q18 Hast Cooper Avenue Suite 7.0G Aspen. CO 81611 '. rep 97U-925-34h4 rnx 970-920-21 R5 Project: Bellevue ', ', Snowmelt REMP Calculation BTU/YR/SQ.FT. Boiler efficiency Snowmelt Area Re nested 34425 / 93% x 3000 .N~~ „_ a ;a M BTUlYR kWh per BTU k/Wh/yr 76417565 / 3412 = 22396.7 22396.7 x 20 x 0.07 '.1~ REMP FEE= $45,663.19 RECEIVED JUL 14 2005 PP.Wn County Building Dept. ~.~,,,,' APR-14-2004 WED 0823 AM FAX N0, P, 02 CTLITHOMpSON . i ~. (~ "; S~~ND pOUNQATION INVHSTIGATION ' PARVENIR RE5ID~NCE ~ MORNING STAR PRESERVE PITKIN COUNTY, COLORADO Prepared For: DAVID JOHNSTON ARCHITECTS 418 E. Cooper, Suite 2068 Aspen, CO 81611 Attention: Mr. David Johnston Joh No. G5~197 April 14, 2004 € p 23a Center Dnve ~ Glenwood Springs, Colorado 81601 Telephone:970-945.2809 Fax: 970-9A5-7411 FAX N0, APR-14-2004 WED 0823 AM ~,,~"''. R 03 SCOPE 1 SUMMARY OF CONGLUSIONS ~ SITE CONDITIONS 2 PROPOSED CONSTRUCTION 2 SUBSURFACE CONDITIONS 3 ' ' EARTHWORK 4 ' FOUNDATIONS 5 FLOOR SYSTEM AND SLABS-ON-GRADE 6 BELOW-GRADE CONSTRUCTION 7 SUBSURFACE DRAINAGE 8 EARTH RETAINING WALLS 9 SURFACE DRAINAGE 1U LIMITATIONS 11 FIGURE 1 -APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS - G.. ,... ~' FIGURE 2 -.SUMMARY LOGS OF EXPLORATORY BORINGS FIGURE 3 -GRADATION TEST RESULTS ' FIGURES 4 AND 5 -EXTERIOR FOUNDATION WALL DRAIN FIGURE 6-TYPICAL EARTH RETAINING WALL DRAIN DAVID JOHNSTON ARCHITEG TS ,eja~»,, VARVENIR RESIDENCE F °~ NORNING STAR PRESERVE ~- ...., C7l ITJOB ND. G5d197. APR-14-2004 WED 0823 AM FAX N0. P. 04 ~""' .SCOPE This report presents the results of our soils and foundation investigation for the proposed Parvenu Residence at Morning Star Preserve in Pitkin County, Colorado. We conducted an investigation to evaluate subsurface conditions at the I site and provide foundation recommendations for the proposed construction. Our report Was prepared from data developed during our field exploration, laboratory testing, engineering analysis and our experiencewith similar conditions. This report includes a description of the subsurface conditrons found m our exploratory borings, and presents our opinions and recommendations for design criteria for the recommended foundation and floor system, and geotechnieal and construction criteria far details influenced by the subsoils. The recommendations contained in this report were developed based on the currently planned construction.. If plans will differ significantly from the descriptions contained herein, we should be informed so that we can check that our recommendations and design criteria are appropriate. A summary of our conclusions is presented below. ,~"*~ SUMM ~F CQNCLUSIONS ~~~~ Subsoils encountered in ourexploratory borings consisted of 1 foot of clayey sand "topsoil" underlain 6y gravel, cobbles and boulders in a silty sand matrix to the total explored depth of t2 feet. Practical auger refusal occurred on cobbles and.bqulders at multiple depths in our borings. Free ground water was not found in our exploratory borings at the time of drilling. 2. Excavation depths between 10 and 18 feet will be required to attain planned foundation elevations at the west (uphill) side of the lower Level of the Parvenu Residence. Steep slopes uphill of the planned building footprint will prevent sloping foundation excavation sides to stable configurations. An excavation retention. system such as soil nailing will be required to construct the building. Additional discussion is in the report. 3. We recommend. constructing the Parvenu Residence on footing foundations supported by the undisturbed, native gravel soil. Existing DAVID JONNSTON ARCYIITECTS t VARVENIR RESIDENCE ', MORNING SPAR PRESERVE CTL ~ T JOe NO. GS<797 >~ APR-14-2004 WED. 0824 AM FAX N0, P, 05 ~'; {a~ndations, floor slabs and utilities should be removed from below the building footprint Design and construction criteria for footings are presented in the report 4. We judge potential risk ofdifferential movementwill below forslab-on- grade construction supported by the undtstur1ied,"riafive gravel soil at this site. A washed rock layer with an embedded PVC drain pipe network will be required below slab-on-grade floors. ~' S. Surface drainage should be designed to provide for rapid removal of surface water away from the proposed residence. A foundation drain should be installed around the building. • i :'~ SI t~.~~IDITIONS p '..:~ ~~'~ Morning Star Preserve is located south of State Highway 82, approximately 2.6 miles southeast of the City of Aspen in Pitkin County, Colorado. The property is located on the Roaring Fork Valley floorand the transition zone tothe lowermountain slopes of the valley sides. The Parvenir Residence is planned on a parcel in the southwest part of the development. A twastory, wood-frame residence and several x~. ` out liuildirigs a`re currently locate!! on the site (see Figure 1),Ground surtace in t e area of the planned residence slopes down to the east at grades of about 20 percent. Steeper slopes are west of the planned building footprint, The parcel is forested with aspen and scattered spruce trees. Several feet of snow covered the ground surface at the time of our subsurface investigation. PROPOSED CONSTRUCTION We were provided with floor plans for the Parvenir Residence prepared by David Johnston Architects. The Parvenir Residence will be atwo-story, building with an attached garage and a basement below part of the footprint- The lower level floor will be between elevatiohs 8141 and 8142 feet. Lower level floors will be slabson- grade orstructurally supported with crawl space below. Maximum excavation depths 04V10 JOHNSTON ARCHITECTS 2 PARVENIH RESIDENCE '. MORNING STAR PRESQRVE '. CTLITJ09 NO. 03-0197 APR-14-2004 WED 0824 AM FAX N0. between 10 and 18 feet will be required to attain planned foundation elevation at the west (uphill) side of the lower level. We expect maximum foundation loads between 1,000 and 3,000 pounds per lineal foot of foundation wall with maximum interior column loads of 30 kips. If construction will differ significantly from the descriptions below, we should be informed so that we can adjust our recommendations and design criteria, if necessary. yDITIONS conditions at the site were investigated by drilling three exploratory borings (TH-1 through TH-3) at the approximate locations. shown on Figure 1. Borings were advanced with 4-inch diameter, solid-stem auger and a track- mounted drill rig. Drilling operations were .directed. by our laboratorylfield manager who loyyed the soils encountered in the Borings and obtained samples. Samples obtained In the field were returned to our laboratory for testing, Graphic logs of the soils encountered in our exploratory borings are shown on Figure 2. ' i Subsoils encountered in our explotatory borings consisted of 1 foot of clayey sand "topsoil" underlain by gravel, cobbles and. boulders in a silty sand matrix to the total explored depth of 12 feet. Results. of field penetration resistani:e tests and observations during drilling indicated the native gravel soil was dense to very dense. Practical auger refusal occurred on cobbles and Boulders at multiple depths in our borinys. Free ground waterwas not found in our exploratory borings atthe time of drilling. PVC pipe was placed in TH-1 to allow future checks of ground water. Borings TH-2 and TH-3 were backfilled immediately after drilling operations Were completed. Two samples of the natlvc gravel soil were selected for gradation testing. The samples tested contained 17 and 20,percent cobbles and,gravel, 57 and 63 portent sand, and 28 and 17 percent silt and clay size material. Gradation. test results are DAVID JOHNSTON ARCHITECTS 3 PAI"tVENIR RESIDENCE ' MORNING STAR PRESERVE CTL ITJOO N0. 05+1797 APR-14-2004 WED 08:24 AM FAX N0. shown on Figure 4. Soil sampling equipment limited the maximum retrievable soil particle. size to 1.5 inches. Gradation test results are representative of only the smallerfraction ofthe actual soil. Observations during drilling indicated a significant percentage of the subsoils atthis site are Cobbles and boulders, P, 07 .l} I ~~ EARORK (;~~' Existing building foundations, floor slabs, utilities and fill should be removed from below the planned Panrenir Residence. Our representative should observe the completed foundation excavations to confirm that deleterious materials are removed and the native gravel soils are exposed. We do not expect excavations to remove deleterious materials will oxtend below the planned foundation elevations, Maximum excavation depths between 10 and 18 feet will be required to attain foundation elevations at the west (uphill) side of the lower level of the Parvenir Residence. Steep slopes uphill of the planned building footprint will prevent sloping foundation excavation sidesto stable corifiguraGons: An excavation retention system such as soil nailing will be required to construct the building. Excavation retainage for this type of project is normally designed and constructed by designlbuild shoring contractors. We recommend consulting with a specialty shoring contractor, such as Goggins & Sons (303) 791-9911 or Yenter Companies (970) 945-5333, to discuss potential excavation retention system concepts and associated costs. For design of soil nails orsoil anchors, we recommend the following criteria. Soil Type Silty gravel ~nolsc vnq Friction Angle, ~ Weight, y (degrees) i.-_n 130 32 .''Cohesion, c Ipsfl 1ao~ We anticipate excavations for the building foundations and utilities can be accomplished using conventional, heavy-duty excavation equipment. Large boulders DAVIO JONNSTON ARCHITECTS 4 PARVENIR RESIDENCE 9AORNING STAR HRESERVE CTL I T JOB NO. G3~619T ,- ,,_ L A I; APR-14-2004 WED 0824 AM FAX N0. P. 08 should be expected. Sides of utility trenches wiU need to be sloped or braced to meet local, state and federal safety regulations. The native gravel soil will classify as a Type C soil based on OSHA standards governing excavations. Temporary slopes deeper than 5 feet should be no steeper than 1.5 to 1 (horizontal to vertical) in Type C soils. Free ground water was not found in our exploratory borings during drilling operations. Ground water levels vary with seasonal conditions and are normally closest to the ground surface during and immediately after peak snow melt in spring ahd early summer months. Our experience in the area is that the upper soils become satL~rated during snow melt, which can result in significant flow of ground water into excavations. We recommend sloping excavation floors to gravity discharges or temporary sumps where water can be removed by pumping.. The ground surrounding the excavations should be sloped to direct runoff away from the excavation. Permanent dewatering is discussed in the SUBSURFACE DRAINAGE section. FOL ~,`"'~'~Ne recommend constructing the Parvenu Residence on footing foundations supported by the undisturbed, native gravel soil. Existing foundations, floor slabs, utilities, and fill should be removed from below the planned building footprint. The completed foundatlon excavation should be observed by a representative of ourfirm, priorto placing forms, to confirm that deleterious materials are removed and that the exposed subsoils are suitable for support ofthe footings as designed. A 4-inch thick layer of densely compacted, granular, structural fill can be used as a leveling course below footings. We expect maximum total settlement of less than 314 inch for footings on the undisturbed, native gravel soil. Recommended design and construction criteria for footings are presented below. 1. The footing foundations should be supported on the undisturbed, native gravel soil, Soils loosened during the excavation or forming process for the footings should be removed or the soils can be re- OAVIO JDHNSTON ARCIiITECTS 5 PAtiVENIR RESIDENCE MORNING STAR PRESERVE M'""r. CTL I T J06 NO. GS-4197 RPR-14-2004 WED 0825 AM FAX N0, P, 09 compacted prior to placing concrete. A 4 inch thick layer of densely compacted, granular, structural fill can be used as a leveling course below footings. 2. Footings should be designed for a maximum soil bearing pressure of 5,000 psf, 3. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. 4. Grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed loose or soft soil pockets. We recommend reinforcementsuffrcienttospan anunsupported distance of at least 10 feet. Reinforcement should be designed by the structural engineer considering the effects of lateral loads on wall performance. 5. The soils under exteriorfootings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at least 42 inches below finished grades for frost protection. A~'1 AND SLABS-ON-GRADE garage floor and some floors in living areas of the residence are planned as slabs-on-grade, Existing foundations, floor slabs, utilities and. fill should be removed from below the building footprint. Based on our laboratory test data and our experience, we judge potential risk of differential movement will be low for slab-on- grade construction supported by the undisturbed, native gravel soil. A washed rock and PVC drain pipe network will be required below slab-on•grade floors, and on crawl space floors, to mitigate potential problems resulting from ground water and is discussed in the SUBSURFACE DRAINAGE section. Slabs should be separated from exterior walls and interior bearing members with slip joints which allow free vertical movement of the slabs. Exterior concrete flatwork, such as patio and porch slabs, should be isolated from the residence and well-reinforced to function as independent units. Frequent control joints should be DAVID JONNSTON ARCNITECI4 6 PARVC•NIR RCSIDENCE MORNING STAR PRESERVE CT<.I TJOG NO. GS•C197 APR-14-2004 WED 0825 AM FAX N0. r""~ provided in slabs, in accordance with American Concrete Institute (ACI) recommendations, to reduce problems associated with shrinkage and curling. The most positive method to mitigate floor movement is the construction of a structural floor with an air space between the floor and the subgrade soils. The structural floor is supported by the foundation system. There are design and construction issues associatedwith structurally supported floors, such as ventilation of crawl spaces and increased lateral loads, which must be considered. DNSTRUCTION P, 10 walls which extend below-grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pressure. These factors include, but are not limited to, the type, compaction, slope and drainage of the backfill, and the rigidity of the walfagainst rotation and deflection. For a very rigid waU where negligiblo of very1ittte deflection will occur, an "at-rest" lateral earth pressure should be used in design. For walls which can deflect or rotate 0.5 to 1 percent ofwall height (depending upon the backfill types), lower"active" lateral earth pressures are appropriate. Our experience intlicates typical 4asemenr waus can deflect or rotate slightly under normal design loads, and that this deflection resuks in satisfactory wall performance. Thus, the earth pressures on the walls will likely be between the "active" and "at-rest" conditions. If the on-site soils are used as backfill, we recommend design ofbelow-grade walls using an equivalent fluid density of at least 45 pcf for this site. This equivalent density does not include allowances for sloping backfill, surcharges or hydrostatic pressures. The reconunended equivalent density assumes deflection; some minor cracking ofwalls may occur.lfvery littlewall deflection is desired, a higher equivalent fluid density may he appropriate for design. DAVID JDHNSTON ARCHITECTS 7 PARV[NIR RESIDENCE MORNING STAR O0.ESERVE DTI. ~ 7 JOD NO. G5~4191 APR-19-2004 WED 0825 AM PAX N0. P, l1 Backfili placed adjacent to fo undation wall exteriors should be free of organic matter, debris and rocks larger than 6 inches in diameter. Backfili should be moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. DRAINAGE upper soils at this site can. become saturated during spring and early summer months. Additionally, water from rain and surface irrigation of landscaping frequently flows through relatively permeable backfill placed adjacent to a building and collects on the surface of relatively impermeable soils occurring at the bottom of the excavation. This can cause wet or moist conditions in below-grade areas after construction. A permanent dewatering system will be required for the Parvenu Residence. We recommend installation of en exterior a foundation drain around the residence. A washed rock with an embedded PVC drain pipe network installed below floor slabs and on crawl space floors. The exteriorfoundation drains should consist of 4 inch diameter, slotted, PVC pipe encased in free draining gravel. A gravel zone or prefabricated drainage composite should be placed adjacent to foundation walls. Care should be taken during backfill operations to prevent damage to drainage composites. The upper 2 feet of backfill should consist of compacted, clayey soils to minimize surface water seepage into the subsurface drain. The drain should lead to a positive Brevity outlet, or to a sump pitv/here water can be removed by pumping. Gravity outlets should not be susceptible to clogging or freezing. Installation of clean outs along the drain pipes is recommended. Excavations to construct the foundation drain must not undermine the subsoils supporting the adjacent footing foundations. Typical foundation drain details are presented on Figures 4 and 5, DAVID !DI INSTON ARCHITECTS PARVENIR RESIDENCE ~.+.., MORNW6 STAR PRESERVE F ~ CYI. I T J09 Ntl. GS-4197 APR-14-2004 WED 0825 AM FAX N0. P, 12 The drain system below the lower level floor slabs and on crawl space floors can consist of 2 inch diameter, slotted, PVC pipe installed on 6 toot centers and imbedded in at least 6 inches bf washed gravel. The pipes should convey Water to perimeter drain collector pipes. Water collected should be discharged to positive gravity outlets or to sump pits where water can be removed by pumping. Ventilation is importantto maintain acceptable humidity levels in crawl spaces. A recent trend in Pitkin County is to ventilate crawl spaces with air from the living area of residences. The mechanical systems contractorshould considerthe humidity and temperature of air, and air flow volumes, during design of crawi space ventilation systems. It may be appropriate to install ventilation systems that are controlled by humiditstak EARTH}¢~t'fAl1VING WALLS ~,r fib retaining walls will likely be constructed adjacent to the residence. We eons'a r boulder walls to be landscaping features with little capacity to resist lateral earth loads. We recommend other types of earth retaining systems, such as reinforced concrete retaining walls, at this site. Reinforced concrete retaining walls should be constructed on footing foundations supported by the undisturbed, native gravel soil. Recommendations for footings were presented In the FOUNDATIONS section, Free standing retaining walls, which can rotate should be designed to resist "active" lateral earth pressure using an equivalent fluid density of at least 35 pcf. Retaining walls with reinforcement that is tied into building foundation walls, that are hot free to rotate, should be designed to resist "at rest" lateral earth pressure using an oqulvalent fluid density of at least 45 pcf. These pressures do not include allowances for sloping backfill or hydrostatic pressures. A friction factor of 0.4 should be used when calculating stability of footings subjecttolatei•al loads. Backflll DAVID JOHNSTON ARCHITECTS Q PARYfNiR RESIDENCE MDRNING SYAR PRESERVE CTL ~ T JOD NO. G5~4t9] APR-14-2004 WED 08:26 AM FAH N0. P, 13 behind retaining walls and in front of retaining wall footings should be moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. Drains are recommended to control hydrostatic pressures behind retaining walls. Atypical earth retaining wall drain detail is shown on Figure 6. The drains should lead to positive gravity outlets or be provided with weep holes. ge is critical to the performance of foundations, floor slabs and concrete flatwork. We recommend the following precautions be observed during construction and maintained at all times after the Parvenir Residence is completed; 1. The ground surface surrounding the exterior of the building should be sloped to drain away from the building in all directions. We recommend providing a slope of at least 6 inches in the first 5 feet ' '-around the building, where possible. 2. Backfill around the exterior of foundation walls. should placed be in maximum 10 inch thick loose lifts, moisture conditioned to within 2 percent of optimum moisture content 8nd compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. 3. The building should be provided with roof gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits of a-I backfili. Splash blocks and downspout extensions should be provided at all discharge points. Q. Landscaping should be designed to minimize irrigation within 5 feet of the foundation and should be directed away from the building. 5. Impervious plastic membranes should not be used to coverthe ground surfaco immediately surrounding the building. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. OAVID JONNSTON ANCMTECTS 1 p PARVENIR RGSIDENCE MORNING STAR PRESERVE GTL I T JOB N0. G&419r APR-14-2004 WED 08:26 AM FAX N0. P, 14 ~"' lIM1TATIONS Our exploratory borings were located to obtain a reasonably accurate picture of subsurface conditions. Variations in the subsurface conditions not indicated by our borings will occur. We should observe the completed foundation excavation to confirm that deleterious materials are removed from below the building and that the exposed subsoils are suitable for support of the footings as designed. Our report was based on conditions disclosed by our exploratory borings, laboratory testing, engineering analysis and our experience. The recommendations and design criteria presented in the report were developed based on currently proposed building plans. We should be informed if actual construction will differ significantly from the descriptions in the report so that we can check that our recommendations and design cdteria are appropriate. This investigation was conducted in a mannerconsistentwith that level of care and skill ordinarily exercised by geotechnieal engineers currently practicing under ~- ~. _.. ~. ~ ty.~- similar conditions in the locali of this ro'ect. No other warran ,express or implied, is made. If we can be of further service in discussing the contents of this report or in the analysis of the influence of the subsoil conditions on the design ofthe Parvenir Residence, please call. Very Truly Yours CTL) TNOIII, INC. Reviewed by: P.E. John Mechling, P.E. Branch Manager JDK;JM:cd (S copies sent) CAVIO JOHNSTON ARCHITECTS .~ t PAkVENIR RESID[NCE MORNING STAR PRESERVE CTL I T JOB NO. GS-0197 ~' APR-14-2004 WED 08 26 AM :: o m b xo~~ ~~o` a ~ ~`m ,G ` r o ~~~ x ~x~u.e ir.a. r FAX N0. P, 15 APR-14-2004 WED 08:26 AM FAR N0, P, 16 N ~~ n ~ EE~g~ v ~ • : o o $ N O p >r p E9 ~ 9n o ~T i ~ ~ $;ot ~- ~ i s °' • •O ~~ ~ 'o° P O LU « O a .~ 1 L F!" g ~w V r •$ V ON w1~~` V ~C ~° >° 2 . _ E~ E pp b 3N' ~^ ° ~ pi E~ L ~ wa« a ~~ z a GZ ~ [ R~p eV? Y O ~='~ O~j~ e uE PP i~Eb ' G o5~ ti c. L'oE ® ~ ~ I~~ ~ °S ~ e ; !$ ~i o~ e v ~lY 'gp i£:_ Cy ai~in~rP ~s Etliv'po e°'#A9~C~p~ ~~g~`e~~ NYje al E ?~~E~p~S B.~ ~S°f6 e~~m n°~~ Y t P n `ee ct °e °e pc 7' x sa° e e~ os Y 0 s: N .~,1~~ EIwaI1M fn FN1 ' vOi : : ~ n c~ m m m m m m y M~ ~_ S ' ' ~- '~ t. N m h i NN •10 F J N M1 ~ '„~ s n O n q YI N O W q qj p p ~~ I i l l I~~~ ~ I~~~~~~~I~I I~~ ~~ pl pplwMl3 ~~ vE ~f ! a "" pce yo 3 ~o~e o T ~ O G C DO ~uw Gt' ~we' ~~ VECE~ p^ wee a'ev t$s •YoS o waz~ ZOO ~ j,~p .; B i(~ u~ ~~~ Q J ~. W la. O O r K a to N N u 6 z a APR-14-2004 WED 08:27 AM FAH N0. P, 17 I cuv(Ixnsrnct ro exi R+oNncnsTwy I ~ ~7Ne _ xeonlM conR:.e. sew eonRSe eoofi<.es Sample of GRAVEL SILTY GM _ GRAVEL 15 Yo SAND 57 From TH•1 AT 4 FEET SILT 8 CLAY 28 % LIQUID LIMIY - -- -'-'--. __-.....,_..,,...v_..____. .-- PLA5TICITV INDE% - = 9~ ~`~ , J HYDROMETER ANALYSIfi SIEVEANAlY516 15HR, 1NR. .. .~ Il9 41CgN9 OFCNM09 '. 09 MIN. to M91. eO MIN. 19 M9o. 0M01. 1M0i. ^_00 190 'S0 •b 7p •t6 •197 '0 3Po' 3H' 1X• S 0•GS 100 ...... ......._ . .... ....... .............. ...... ...._.. ._ .,......... _- .. . .. ... ..... . ...~..... ,......... . . .... a._. .. .... ...... ...... .. e. ._. . ...: ::: .......... .... .... _ -- .......... .. _. _ ... ............... ............... ....... ....... ........ ... . .. . . ... . ........ .......... ...... .. .. _.. _. .i.... .. .... a... .... . _. ...... ...... ...... .... _. ~.. . . .......... .......... ... r .. : ::::: :'~ ~ . ~ to °o -- _... . .». ..._... .. . ..... ... .... .. : : .. .......... . ............... . ........ r.........~ .. ..... ... .... , .. ...... .......... .......... .......... ..... ..... ~..... .... «.. . ...... .... ..... ........ ........... : d: .......q. ..n . .. ......... .......... ......... ... .....»....... ............... ........ ......, ......... . ..... . r . ... .. . i ... .. ....~ .... ... ~...~ ....,..... .......~.. ..... ~..... ~.. ...~ .....1.. ~........ .........' ... ..... ...... ... .....~..~. ....... i. ... _ _ ... .__ ... _ .. ........... ......,.. n........ ........... .... ....... ......... .~.~. ........ .»....n.. .......... .n.M.•n ......_.. .... ... .... ....... ~~ ....... ....... ~_ ....... .. .. ..._...... ..._..... ....~` ... .......... .......... ............... .............. ... ~..., ........ , ... ........ ......... ....:..... .... ...... ..r a ....i - ... L....: ::]::T.: ::: ::::::: C::I C - x Y p ~ ......... ... ........... ........ .......... .... ... ..... ...... .......... ..... ..q. .......... ... : ....... . ..... .. .. ___ _ _:.(. SO ..~ . ... ..... .......... ........ ........: :::: . . g ,,... ......._. ......._ ...... ........ ........... ...:.. .... .. ..... ..... ..... .. ...rc: :::: c. .:.:::s.: :::::r:::. _ ::~::.... .. ... . ........ ._.Y _ _..._.... ......._ ... .......... ............... ........ ........... .... .. ... ..... . ...._.- .......... .....4.... . . .. ... .......1-. ....... _........ ... ........ ....... .. ........... ._..... e. ... .......... ..... .. ............... ..... ..... ........ .. . .... ...... ...... .. .. ... ~.. .......... ........... ..._..... .......... .....1 .._ ..... ..... ... .... .... ...... ..... ..e. ....... ~.. ..... ......... . ... _... .......... .... .. ....... .. .. . ....... ..... ., . ........... .. . .... .......y.. .......W. ... .. , ..... ... .. .. ...... . ... .. .1 ~ ... . .. .. ... .. .. .. .~~ .. .00i 0 001 .0 05 0 09 0+9 037 m0 100 20 7 ~ ~ 9 90 T 19 Z O _ 953 19.1 ~ i 70.1 1t), 3 00 CIAV(fYA".TIL~TOS9.T (NON.PUSTILy -_~_ _._..__ R/Ai IIE00111 ~. TWE CONi00 C0994E9 SOm~JIe Of GRAVEL, Sil,'IY.(6M1 ,,.,_,__,___ ~' GRAVEL Zp °k SAND 63 From TH-2 AT 4 FEET SILT & CLAY 17 % LIQUID LIMIT _ -- ---~~~~-~ _ - PLASYfCiTY INDD( ___ _% Gradation ~oaNO. ~s-h,97 Test Results r-ic.s RPR-14-2004 WED 0827 AM FAH N0. P, 8 SLOPE PrR REPORT. BACKFII.L WITH SitTY OR CLAYEY SOILS 2~" ~-12"MIN: • 4` Y • `BACKFILL- --, SLOPE (cow.POSmon " • - ANL) COMPACTgN PE:R PER REPOR'~ . •'i. '~ OSHA •' a x .,~ ', ..... PROVIUE FILTER_ '•~.•,~ ~`•~ ~~• FABRIC BETWEEN GRAVEL AN E3ACKFILL •o' ~..~.. •. •: is `y_ .. WASHED CONCRETE AGGREGATE (ASTM C33, NO. 57 OR s+inR m eew 2" N0. 67)• X18° MINIMUM ~ I+~ OR BEYOND t:t SLOPE FROM BOTTOM OF FOOTING ~ (WMICIIEVER IS GREATER) 4-INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SfIOUL6`8E LAID IN'A TRENCH WITH A MINIMUM SLOPE OF 0.5 PERCENT. NOTE: GRAIN SHOULD BE AT LF„AS7 2 INCHES BELOW B07TOM OF FOOTING A7 THE HIGIiE5T POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN 8E REMOVED BY PUMPING. BELOW GRADE WALL REINFORCING STEEL PER STRUCTURAL DRAWWGS PROVIDE POSITIVE SLIP JOINT BETWEEN SLAB AND. WALL. FLOOR StA6 1 ',R A PVC SHEETING FOUNDATION TO REDUCE MOISTURE PVC DRAIN N[fWORK IMBEDDED IN WASHED CONCRETE AGGREGATE Exterior Foundation WaII Drain Job No. GS-4797 Fig. 4 ~,„r. . __ ~. ., . ~ .. ... ~.:. .~ b. ~ ,,..w., .,.. ~.u APR-14-2004 WED 08:28 AM FAX N0, P, 20 ~'''• SLOPE VARIES 1 BACKFILL WffN SILTY OR CLAYEY SLOPE SOIL PER ~ OSHA -~ - .. i • • a ' ~.. ~~ N GALVANIZED SCREEN OR COARSE GRAVEL -• ~ BEHIND WEEP riOLES " .~ \ BACKFlLL n _ •a CAMPAGTIOtt PERK REPORO ~`` \ . . Yn <•. •o~' z' • i- RETAINING WALL PROVIDE GRAVEL LAYER -'- BEI~IND WALL, WASHED CONCRETE AGGREGATE (ASTM C33, N0. 57 OR 67). WEEP HOLE ~~- REINFORCING STEEL PER STRUCTURAL % DRAWINGS 4-INCH ONMETER PERFORATED DRAIN PIPE. THE PIPE SHOD BE PLACED IN A TREN ~ WI ~LOPE~ NCING BETWEEN 1 16 ~ D t 8-INCl~ DROP PER Fl2~ 0 IN. f'UOTING FOUNDATION Typica~ FF~rth ~ Retaining lei yob ~. os-a~e7 Wall Drain Flo. s ~"'"~, RPR-14-2004 WED 08:27 AM FAX N0, P. 19 y SLOPE PER REPORT ~..... BACKFILL WITH SILTY OR CLAYEY SO{LS 2h" ~_ I ~l2°MIN.-~ ,' `~~BACKFiLL--- + SLOPE ~cow+osRbN • . ~ PER Na coMPncnoa ~ . OSHA PER REPORT) •. • ~s PROVIDE FILTER + _'.• -FABRICBETWEEN GRAVEL AND HACKFILL NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED DY PUMPING. STRUCTURALLY FLOOR SYSTF~A REINFORCING STEEL PER STRUCTURAL DRAWINGS CRAWL SPACF. "MUD SLAB" OR VgPOR. BgRRIER ~.. y.r., + WA561ED CONCRETE.1-~'' AGGREGATE (ASTM '~'• '~ C33, N0. 57 OR ~~„~,,, 2"'b N0. 67). •^~B" MINIMUM I+- OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOTING. (WHICHEVER 13 GREATER) 4-INCH DIAMETER PERFORATED DFZ1 THE PIPE SHOULD BE LAIDiN"~A`TI WITH A MINIMt1M SLOPE RANGING E 1 /8 INCH AND 1 /4 INCH DfZOP PE OF DRAIN. w.tii:}: .. .. .. ~ PROVIDE PVC SHEETING ~.` `GLUED YO FOUNDATION WALL 70 REDUCE MOISTURE / PENETRATION PVC DRAIN NETWORK IMBEDDED INWASHED CONCRETE AGGREGATE Exterior Foundation >~ Y ~ b N Wall Drain o o. GS-4197. flg. 5 rSent',By: MAGILL&ASSOCIA7ES,INC.; 9709206966; Feb-4.03 9:43AM; Page 2 ~; ~ ~ ~ Cou.itas b /15SOCIIl1'E$ Exhibit ~F BEAAiZW. NO NAMNt. CpN/µSANfS ~"* P.O. Box 23 - i f f 6 MINEOTA CRIVE SILT, COlORA00 8f 652 ~~ PHONE/Fnx(970)676-5400 ~ tweoi@tvf.est January 16, 2001 Richard Magill Magill & Associates, Inc. 323 Grove Court Aspen, Colorado 81611 Dear Mr. Magill: RE: WIIDWOOD LAND, LI.C, TRACT. DtFl1CULT pROPER7IES, PITKW t,ormmr 1 have completed my geologic imestigatfon, as required by H.8.1041, of the above-referenced Property at the base of Richmond Hill, southwest of the Roaring Fork River and northwest of the Difficult Campground. about 3.5 miles southeast of Aspen v1a Colorado Highway 82 and private access roads. 71re property is within the Aspen 7.5 minute quadrangle, Firkin County, Colorado. Existing sheds and an A frame dwelling within the proposed accessory and primary building envelopes are to Ix removed: the construction of tl-ese buildings and associated driveways and otfier site alterations have substantially changed original slopes, vegetation, and so on. The A- frame is at least 25 years old. The tract is located on an alluvial fan that overlies both relatively young glacial moraine deposits (mapped as Qmb by Bryant, 1971') and the alluvial valley fill of the Roaring Fork River. Most of the fan material appears to have been deposited bS debris and nwd flows at the mouth of McFarlane Creek well north of the tract, with lesser amounts at the mouths of two ephemeral drainages, one of which passes about 350 fr from the nordrern edge of lire accessory building envelope and tare other about 800 ti; southeast of the primary emtelope. A third ephemera! gully, tittle more than a pease is the topography. passes irntltediately south of the building envelope. and there a no evidence of historical debris flow associated with this feawre. Except for the ephemeral gullies there are no organized drainages on or immediately adjacent co the properrv. A narrow channel remnant probably related ro the first gully well notch of the envelope is bordered in places by angular cobbles and small bordders, suggesting flow over that part of the fan inrelatively-recent time, aithongh mantre vegetation fs present in the channel and grows in and around the rocks. large semirounded boulders up co 10 fr in matrimum dimension also found in the area are of glacial drift origin. YVhere undistut'lred• mixed vegetation on the tract is dense, with aspen that appear ro be mostly in the range of 20 to 50 years ofd and older conifers, and thick underbrush. T1rc fan material consists of moldy-Precambrian quartz monzonite, gneiss. and schist pebbles, cobbles, and angular to subarrgutar boulders up to 3 Ft in maximum dimension, with a few larger, in a m~rix of mostly sand derived from the same materials. of unknown thickness but based on an excavation on a nearby property ~ least 20 ft thick along the kwver part of the tract. lJndetlying nrot~dfne material will be sur-ilar, with more- rounded boulders and perhaps more silt and clay in the matrix, while valley-floor aiiwium, if aryant. 6..1971.G~mlogic ~D ofdx Aspen M~edn^Ek. t5ddn COWRY. fotaado: us. Geol. survey Geologic goadraR~ #ttp GQA37, „Sen!{!t 8y: MAGILL&ASSOCIATES,INC.; 9709206986; Feb-4-03 9:44AM; Page 314 `i. . Page 2 present, will rnntain more fine-grained maxerlals and perhaps some organic'inat~r. il~iroclc ~ , , .. below the property and beneath much of Life northeast slopes of Richrno»d Nill immediately ~.. adjacent consists of Precambrian quartz monzonite, with some granite and granodiorite and a few inclusiafs of gneiss and schist as welt as a Few Pegmatites. Depth co bedrock is unknown. °; A spiinxer of the Richmond Ffil1-Smuggler Mountain fault system is coincident with McFarlane Creek to the northwest and another crosses the valley just tforth of the Ddficult cAmpgramd co the southeast. Displacements of these faults in the vicinity of the property is unknown. The slopes of Richmond HiU southwest of the tract, but nor the property itself, aze included in the area of potential avaLutche or rockfall zone by bladder. e[ al. (1974 . Attiwr 1. eats, P.., has prepared a report addressing snowavatandw hazards,which indicates that the hazard to the tratt is minimal and that no mitigaring steps are required. There is no indication of histork debris avalanches on the slopes southwest of the property: There. are. no significant rock exposures on the moderately to heavily vegetated slopes above the property, and no rockfali paths or other evidence of°rockfatt in recent time. There art several. breaks, in the sbpe of Richmond Hiil from about 400 ft above the property on up to the ridgelne, which together with the major slope break at the top of the Fan along the west edge of the envelope, reduce the Likelihood of falling rocks. reaching into the emrclope. Therefore the rockfall hazard is considered to be small, although not nonexistent. Mitigating tntasures suggested below with regard to debris-flow hazards will 6e sulficieitt to limit the rockfali hazard as well.. Based on the map currently available to me, a general area map at a state of 1:2,400 (1" = 2009 and a contour interval of 2 ft, average slopes in the building envelope appear to be approxunacely 4.6° (8.OsK-, with locally steeper areas mostlyman-made. Meld examination ofthe envelope suggested that natural slopes are ap less than 1ST but no specific measurements were attempted. [.invited reaches of grades in excess of 1ST on access roads can be easily reduced with mtmtnal grading. Alluvial fans azr constructed byrepeateddebfis• and mudflowswhichdam existingdrainages and force sediments over higher parts of the fan, and the fan upon which the property is located is no exception. Enttencheddrainages,rnoderauroveryheavyvegetation,andwiththeexception noted above the lack of surflciai evidence. ofshcetwash flow in historic time alt suggest that the flows which created the fan occurred many years ago. Perhaps thousands of years, when the climate was wetter and stream flow in the drainages much greater. Angular rocks intermbted with mature vegetation probably 50 years old or older marginal to a channel fragment are only evidence that the rocks were deposited before xhe vegetation, not of the age of the flow beyond that estimate. Thereforethedebris- and mudflovv hazard is considered to be small but certainy not nonexistent. As general precautions 1 would recommend that a berm or rock wall capable of withstanding a load of at least f;OU pounds per square foot at~leasc four feet above de on the uphill side be incorporated into landscaping upstope from stntctures, an tat the uphill foundation wall of the proposed home extend above final grade at least three feet with no _ _ • _J _ICM ~~uwd~ SI Illldnll nu r... .- fn and rnnceptuai building design. w c oer square foot. Depending on final siEe-plan mapp' g are not currently available. it is quite possible that only ate and not both of these mitigating measures may be necessary. These measures will furtlitr mitigate the aireadysmai{ rockfali hazard. As always final grading and landscaping should be designed and constructed to positively conduct surface water flow away from the home. = piandrr, H.G. I~min. N.B., and PforQutu, BA,1974, RcannB F'oik and tyyetalvaaeyi, an emiroixnental and ~'? e~inenrinBgeainsr siudY•P.ade•evfidd.crnawn. aid t9tkin coueies. Cotoiadoe tolo.Gcol. survey EmironmeMai. ,'~ Geol. No. 8: 3o p. ,Sent By: MAGILL&ASSOCIATES,INC.; 970920fi966; Feb-4-03 9:44AM; Page 4/4 Page 3 Although athrvial materials derived from Precambrian rocks are generailyweildrained and stable, adequate testing ro determine that foundation locations arc free of hydrocompactive soils or voids resulting from piping or differential compaction in the fan should be performed. As noted above two splinters of the Richmond Hilt -Smuggler iituh Pone passe close to the property. While there has been no known movement on these fauhs m historic time and probably none for thousands of years, earthquakes of up to Mercalir lntensrty Vl~have occuiieil in the Aspen area wiHtin the last few decades: therefore, new sttuawes should be designed and constructed according to the Uniform Building Code provisitxrs for Seismic Zone IfAThe properly is wetl east of the underground trines of Richmond Hill-and Aspen M~owttain to the wit and Smuggler Mountain to the north, so mine-related subsidence is not of concern. Precambrian rocla and therefore alluvium and sails derived from them can contain radioactive minerals. so new structures should be designed to preclude tits acwtnulation oFradon gas. Flearsurface bedrock or high water-table problems are not antidpattd but will be revealed. by soi4test drilling if present Domestic water is to be obtained by well. The aNuvial materials present are porous and permeable and should supply adequate water at depths of less than 200 feet. Assuming typical percolation characteristic of alluvial materials :derived predomdnantly from Precambrian crystalline rucks, waste disposal should be possible throughthe use ofa standard septic system with a leach field. The moderately-0eveloped nature ofthe area demands dose attention to well location vis-3 vis septic systems• '11~e Piddn County Sanitation Engineer should be consulted for his specific recommendations. The property is in a geologically sensitive area, but with mitigation the hatard(s) to which the property is exposed can be minimized: nothing in this report, however, should be construed as suggesting that mitigations recommended herein tan or will eliminate such hazards in their entirety. If you have arty questions or require any firtther information, please da not hesitate to .:; ~# contact me. This tev~ aona+os nwaraf u6~rnoeie h~ to ~.Ideh. wia pro[ea tlk wrrfea calal~eA w inaeryreu due Sa`e wr re uoprcdiwEre cad i. ic=e macwe m.den[ood. u N iMeadeo to Abe -- =~„~yb,inagn;susk5ontl~enwtel~filfarRkhcersde.Earth9~esofthismagnitudearefeh by era, with damage fiom mimx to moderate- ~a to p~wi. iiie,4uiieiit u~aa~u cxcgcua uic~aacuiucuu ucaagu ivy ceue :a ucc cv-a,vu~a~auic a yvu aiavc a+5y ~uconviw acsaauuis uusacYva a.,, , e esign.~ oncep_;, nc. ' `;,, /~.._. ~ ;:. : . CERTIFICATE OF COMPLIANCE: Residential ~~ Page 1 CF-1R Project Title: Parvenir Residence Run: 090 20-Apr-04 Project Address: Morningstar Parvenir Residence Aspen, CO 81611 Building Title: Parvenir Residence ~ Building Permit # Document Author: Dan Richardson Telephone: Plan Check / Date Compliance Method: CALRES/AP 1.33.14 Field Check / Date Climate Zone: 1 GENERAL INFORMATION Conditioned Floor Rrea: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: 8019 ft2 SFD SingleFamily Detached 0 deg (North) 1.00 Slab on grade BUILDING SHELL INSULATION Component Insul Assembly Type R-value U-value Location/Comments Floor 0 0.678 Grade Door 0 0.330 Outside Wall 21 0.059 Outside Wall 23 0.042 Grade Wall 19 0.065 Outside Wall 19 0.063 Outside Wall 10 0.087 Grade ~ Ceiling 60 0.016 Outside Floor 10 0.088 Grade Slab Perimeter 0 0.900 Outside FENESTRATION Area U- Interior Exterior Overhang Frame Orientation (ft2) value Panes Shading Shading and Fins Type Window North 346.5 0.360 2 Std Drape None None Wood Window South 368.1 0.380 2 Std Drape None None Wood Window East 331.8 0.380 2 Std Drape None. None Wood Window West 293.9 0.380 2 Std Drape None None Wood THERMAL MASS Area Thick Type Exp osed? (ft2) (in) Location/Comments Floor Yes 765.0 4.0 Grade Wall No 2370 B.0 Grade Wall. Yes 198.0 8.0 Adjacent Zone Wall Yes 462.0 8.0 Grade Floor Yes 2316 3.5 Grade CERTIFICATEOF COMPLIANCE: Residential _ Page-2 CF-1R Project Title: Parvenir Residence Run: 090 20-Apr-04 HVAC SYSTEMS Duct Location Type Efficiency and R-value Comb. hyd. -- large gas 0.94 RE Conditioned Air cond. -- central split 12.00 SEER Conditioned WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------ -------- ------------ ---gam------g-g-- --------- ------ - ,.. Chydro PipeInsl ComboBoiler Las e stora e as 1 -- 50 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stoyeWood stove SystemName fraction type boiler? boiler pump? Chydro -- -- No No WATER HEATER/BOILER DETAILS -- - ~ Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE - (kBtuh) ----- - Loss R-value ------- ------- (Btuh) ------ ------------ ---------- --- ComboBoiler 94£s -- - 200.00 4~ 12 -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe' Pipe Insul Insul System/Name Type Nvmber run (ft) diam (in) thck (in) R-value Chydro FanCoil Fan coil 1 5 1.00 0.50 29.38 SPECIAL FEATURES, REMARKS, AND NOTES 1. Zone 'House' is heated by a combined hydroni.c space and water heating system. 2. This building includes a controlled ventilation crawl space. .. CERTIFICATE OF COMPLIANCE: Residential Page 3 CF-1R Project Title: Parvehir Residence Run: 090 20-Apr-04 COMPLIANCE STATEMENT - This certificate ofcompliance lists the building features and performance specifications neededtq comply with theEnergy Conservation Standards of the City of Aspen/Pitkin County Energy Conservation Code, and the Administrative regulations to implement them. This certificate hasbeen signed by the individuate with overall design responsibility. When this certificate of compliance is submitted for a. single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER Daniel Ferguson . David Johnston Architects 758 Main Street Carbondale, CO 61623 970.963.7444 ° ~. ZV-Og' Signed Date ASPEN/PITKIN COMMUNITY DEVELOPMENT Name: DOCUMENTATION AUTHOR Dan Richardson Signed Da e Title: Signed Date E COMPUTER METHOD Project Title: Project Address: Building Title: Document Author: Telephone: SUMMARY Parvenir Residence Morningstar - Aspen, CO 81611 Parvenir Residence Dan Richardson Page 1 C-2R Run: 090 20-Apr-04 , Parvenir Residence Building Permit # Ptah Check / Date Compliance Method: CALRES/AP 1.33.14 Field Check / Date Climate Zone: 1 ENERGY USE SUMMARY (kBtu/ft2-yr) - Energy Use Standard Design Proposed Design Space Heating 24.76 25.92 Space Cooling 1.59 0.00 Water Heating 3.26 2.94 -------- -------- Complies Total 29.61 28.86 Yes GENERAL INFORMATION Conditioned Floor Rrea: 8019 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 0 deg (North) Number of Dwelling Units: 1.00 Number of Stories: 1 Floor Construction Type: Slab on grade Number of Conditioned Zo nes: 1 Total Conditioned Volume s 60190 ft3 Conditioned Footprint Ar ea: 3757ft2 Ground Floor Area: 2316 ft2 BUILDING ZONE INFORMATION Floor Vent Zone Area Volume Thermostat Height Name (ft2) (ft3) .. Type Type ~ (ft) CVC 765 3060 CVC CEC_CVCSeas 0'0" House 8019 .80190 Conditioned CEC_Standard. 2'0" OPAQUE SURFACES Surface Area U- Insl T ru Slr Construction Type (ft2) value Rval Azm Tlt Gns Type Location/Comments Zone CVC Floor 765.0 -- 0 -- 180 No CEC_CVCSOil Grade Zone = House - Door 64.0 0.330 0 90 90 Yes 8080garage Outside Door 54.0 0.330 0 0 90 Yes 6090front Outside Wall 1504.0 0.059 21 0 90 Yes W21.2x6.16 Outside Wall 436.5 -- 23 0 90 No 2conc13batt Grade Wall 171.0 0.055 19 0 90 Yes W19.2x6.16 Outside Vent Area (ft2) 0 268.1 COMPUTER METHOD SUMMARY Page 2 C-2R Project Title: Parvenir Residence Run: 090 20-Apr-04 OPAQUE SURFACES continued Surface Type Wall Wall Wall Wall Wall Wall Wall Wall Wall Wa11 Wall Wall Wall Ceiling Ceiling Ceiling Ceiling Ceiling Ceiling Ceiling Ceiling Ceiling Floor Area U- Insl Tru Slr Construction (ft2) value Rval Azm Tlt Gns Type Location/Comments 926.9 0.059 21 1034.0 -- 23 142.0 0.063 19 1778.2 0.059 21 105.0 -- 23 192.0 0.063 19 1012.3 0.059 21 794.8 -- 23 98.0 0.063 19 68.0 -- 10 68.0 -- 10 233.0 -- 10 93.0 -- 10 252.0 0.018 60 516.0 0.018 60 87.0 0.016 60 463.0 -0.016 60 108.0 0.018 60 625.0 0.018 60 353.0 0.018 60 1094.0 0.018 60 999.0 0.018 60 2316.0 -- 10 180 180 180 90 90 90 270 270 270 0 180 90 270 0 0 180 90 180 90 180 90 90 Yes W21.2x6.16 Outside. 90 No 2conc13batt Grade 90 Yes W19.2x6.24 Outside 90 Yes W21.2x6.16 Outside 90 No 2conc13batt Grade 90 Yes W19.2x6.24 Outside 90 Yes W21.2x6.16 Outside 90 No 2concl3batt Grade 90 Yes W19.2x6.24 Outside 90 No USERcvcl Grade 90 No USERCVCl Grade 90 No USERcvc1 Grade 90 No USERcvcl Grade 27 Yes 2lpoly38cav Outside 45 Yes 2lpoly38cav Outside 0 Yes 2lpoly38cav Outside 10 Yes 2lpoly38cav Outside 18 Yes 2lpoly38cav Outside 27 Yes 2lpoly38cav Outside 27 Yes 2lpoly38cav Outside 45 Yes2lpoly38cav Outside 45 .Yes 2lpoly38cav Outside 180 No USERSlabinsl Grade PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-vat (in) Loc ation/Comments Zone = House Exposed 64'0" 0.900 0 0 Out side FENESTRATION SURFACES Glazing Fenestration Area Tru ' Open Frame Charactr Name Type (ft2) Azm Tlt Type Type Name Zone = House - FWframeglaze Wind 327.0 0 90 Hinged Wood C1ad.38 FWconcglaz Wind 19.5 0 90 Hinged Wood Clad.38 BWframeglaz Wind 336.1 180 90 Hinged Wood Clad.38 BWconcglaz Wind 32.0 160 90 Hinged Wood C1ad.38 RWframeglaz Wind 304.6 90 90 Hinged Wood Clad.38 RWCOncglaz Wind 27.0 90 90 Hinged Wood Clad.38 LWframeglaz Wind 237.7 270 90 Hinged Wood Clad.38 LWconcglaz Wind 56.2 270 90 Hinged Wood Clad.38 Comments ,j COMPUTER METHOD SUMMARY Page 3 C-2R Project Title: Parvenir Residence Run: - 090 20-Apr-04 __= ~'; _=__ GLAZING CHARACTERISTICS. .. Glazing Charactr Glazing # of U- SC Gls Interior SC Int Exterior SC Ext Name Type Panes value Only Shade Type Shade. Shade Type Shade Clad. 38 Clear 2 0.380 0.330 Std Drape .0.780 None 1.000 INTER-ZONE SURFACES Surface Area Insul Construction Type (ft2) U-value R-val Type Comments CVC/House Wall 198.0 0.508 0 8concrete Floor 765.0 0.097 0 FC0.2x6.16 INTER-ZONE VENTILATION Vent/ High Open Vent Height Vent Type Area Area Diff Comments ------ CVC/House Low/High ...... 0.5 0.5 _ 2.0.. OVERHANGS Fenestration ------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension None FINS Left Fin Right Fin Fenestration Exten Dist Exten Dist --------------------.----- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing None THERMAL MASS .Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2)(in) Cap ivity Type Rval Location/Comments Zone = CVC CVCfloor 765.0 4.0 27 0.60 CECCVCSoil 0 Grade • COMPUTER METHOD SUMMARY Page 4 C-2R Project Title: Parvenir Residence Run: 090 20-Apr-04 THERMAL MASS continued Mass .Name Zone =House FWconcrete BWconcrete RWconcrete LWconcrete ZoneWall FCVCwall BCVCwall RCVCwall LCVCwall CSLAB-Floor Vol Cond- Area Thck Heat duct- Construction Insd (ft2) (in) Cap ivity Type Rval Location/Comments 436.5 8.0 28 0.98 2conc13batt 11.3 Grade 1034 8.0 28 0.98 2conc13batt 11.3 GZade 105.0 8.0 28 0.98 2conc13batt 11.3 Grade 794.8 8.0 28 0.98 2conc13batt 11.3 Grade 198.0 8.0 28 0.98 8concrete 0.61 Adjacent Zone 68.0 6.0 28 0.98 USERcvcl 0.61 Grade 68.0 8.0 28 0.98 USERcvcl .0.61 Grade 233.0 8.0 28 0.98 USERcvcl 0.61 Grade 93.0 8.0 28 0.98 USERcvcl 0.61 Grade 2316 3.5 28 0.98 USERS1abInsl 0 Grade SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction. Thermal Mass Comments None HVAC SYSTEMS System Name System Type Duct Location Efficiency and R-value Zone = House Chydro Comb. hyd. -- large gas 0.94 RE Conditioned Acsplitl2 Air cond. --.central split 12.00 SEER Conditioned WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor. (gal) R-val Chydro PipeInsl ComboBoiler Large storage gas 1 -- 50 0 WATERHEATING SYSTEMSMISC Solar savings Solar system Wood stove Wood s~.ove System Name fraction type boiler? boiler pump? Chydro -- -- No No Ate'? - - ~ ,e~~.. ~..r. ~~ ~ . COMPUTER METHOD SUMMARY Page S C-2R Project Title: Parvenir Residence.. Run: 090 20-Apr-04 ~n~w, _-___ -____ ---- _ _-=_ & -,`. WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AE'[JE (kBtuh) Loss R-value (Btuh) ComboBoiler 94$ -- 200.00 4~ 12 -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft} di am (in) thck (in) R-value Chydro FanCoil Fan coil 1 5 1.00 0.50 29.38 SPECIAL. FEATURES, REMARKS,AND NOTES 1. Zone 'House' is heated by a combined hydronic space and water heating _ system. 2. This building includes a controlled ventilation crawl space. ~w~+, -----------------------------------------------------------------------.---- 6... z Citv ofAsnen / Pitkin County "~it~C~n ~ ''~~ ` ',°~"~" Cis°an' Efrcient Building Program OWNER: Parvenu Nomesite PROJECT ADDRESS: 0190 po coin Lane PARCEL lD #: 2737-283-00=0U6 CONTACT NAME: David Johnston A-chltect§, c CONTACT NUMBER: 970:925.3444 CONTACT E-MAIL ADDRESS: danielQd'architectto,com PERMIT #: ~ .:,. (circle all that aPP1YI ~ ~ TYPE OF PROJECT: NEW SCRAPE-OFF REMODEL ADDITION New constructions uare foots e: 8250 SF Points re uired: 180 Interior remodels uare foots e: Points re uired: Additions uare foots e: PoiMS re uired: Detached ara e s uare foots e: Points re uired: 180 TOTAL POINTS REQUIRED ~Q TOTAL POINTS ACHIEVED Citv ofAsnen/Pitkin County Efficient 8uildin;~ Program Checklist ~ ~ z Please read the EB Guidelines prior to completing the Checklist. The ~ H °a EB Guidelines serve as the official code document for this program, a 0 LEGEND LL .~ ~ ~ _,~~-; =Shaded box indicates mandatory compliance for all projecfs(14 for new houses/27~for additionslremodels) LL O ~ 70 =Dark outline indicates mandatory measures for publicly funded a8ordable housing projects (PEAR) rn S = SeIF-certified (Applicant's signature on this checklist serves as certi(cation ) O . F 1S =Inspected (PC: Plan Check; 1: Foundation; 2: Framing 3 Insulation, 4' Rough-in; 5. Final) w n P =Prerequisite (These measures must be achieved for the subsequent points to be gamed.) . z Quantity L evels = QL 1 = 10% - 25%; QL 2 = 26% - 50%; QC3 = 51%- 75%; QL 4 = 76%- 100% " 2.0 DECONSTRUCTION /DEMOLITION & CONSTRUCTION DEBRIS RECYCLING PC 3 ".- m 2.1 Deconstruction Plan submitted wRh permh applicatlori (remodels and/or scra e-offs onl ) 4 ' ~ p y 2.2 Demolition debris reduced. (4 points required of remodels and/or scrape-offs; select from 2.2.1 - 2.2.6) 1 3 2.2.1 Wood recycled /composted (z 75% of all wood) 1 3 2.2.2 Metal recycled (z g0% of all metals) 1 3 2.2.3 Concrete recycled (z 75°k of all concrete) 1 2 2.2.4 Carpet pad recycled (90% of all carpet pad) 1 2 2.2.5 Compaction (grinding, shredding, crushing, etc.) 1 6 6-24 2.2.6 Material salvaged for reuse (S points per Level) S 3 3 ~ 2.3 Deconstruction materials donated to anon-profR organization .; 2.4 Construction debris recycled (4 points required of all new construction & PFAH projects; select from 2.4 1 - 2.4.3) S 6 1d 2.4.1 Wood scap recycled 7 composted (1 point per Quantity Level) S 2 2 2.4.2 Metal scrap recycled (z 90°k of all unused metals) S 2 ~~ 1d 2.4.3 Cardboard recycled (1 point per Quantity Level) ~° 2nd Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 1 USE OF RESOURCE EFFICIENT MATERIALS Part A ofsection 2.0 S 5 5-20 2.5 Reclaimed lumber (5 points per quantity Level) ? S 5 5-20 2.6 Redaimed exterior trim /siding / intedor trim /flooring (5 points per Quantity Level) /^ S 1~ 2.7 Recycled-content carpet (1 point per quantify Level) p S 2 1d 2.8 Recycled-content in decking materials (1 point per Quantity Level) S 4 13 2.9 Recycled-content sheathing (l pointper quantity Level) S td 2.10 Recycled-content orfiber cement siding (l point pet quantity Level) S 2 1d 2.11 Recycled-content ceramic file (1 point per quaMRy Level) S 4 1d 2.12 Recydetl-content roofing (1 point pet quantity Level) S 2.8 2.13 Rapidy renewable content flooring used (2 points per Quantity Level) S 2 2 2.14 Buitt-in kitchen recyding center to indude two or more bins 3 Sub Total A 3.0 LAND USE AND WATER CONSERVATION 3.1 Simple Footprint 1 3 3.1.1 5 4 exterior corners (no points for 3.1.2 or 3.1.3) 1 2 3.1.2 s 6 exterior corners (no points tot 3:1.1 or8.1.3) 1 1 75 3.1.3 5 8 eztenor corners (no poiMS for 3.1.1 or 3.1.2) 3.2 )Ceriscape Landscaping (2 points required of all PFAH projects; select from 3.2.1 - 3.2.5)) S S 1 1 1 1 3.2.1 Addition of organic material to and aeration of soil 3.2.2 Reduction of turt areas (s 25°k of landscaped area or 3000 sq. R whichever is smaller) S 1 1 3.2.3 All planting beds mulched wRh wood chips at least 2" deep S 1 1 3.2.4 Appropriate use of low-water-demand plants S 1. 1 1-13 3.2.5 Zoned irrigation system 3.3 Water conservation by pertormance (2 points required of all PFAH projects; select from 3.31 - 3.34) 5 1 3.3.1 One point for each gallon per minute savings over code requirements 5 id 3.3.2 Duabflush toilet (1 point for each toilet, no credRfor toilet under 3.3.1) 5 2.8 3.3.3 Composting toilet (2 points for each toilet, no credR for toilet under 3.3.1) 5 1 1 3.3.4 Only one showerhead in all showers 5 5 3.4 Drip Irngatlon or no irrigation 5 1d 3.5 EngineeredNegetated swales to fitter stormwater runoff (1 point per Quantity Level of filtered runoff) 5 1-10 3$ 3.6 Planting trees beyond required trees (l point for every tree over requirement) 37 Save and reuse all topsoil and/or excavated fill on sRe ' 1 3 3 3.7.1 Topsoil reused on site (Indicate storage location on sRe plan.) 1 5 3.7.2 100°k of excavated fid reused on site (Indicate storage location on sRe plan.) S 2 2A 3.8 SRe-rock reclaimed on site (2 points for perlevd; Iridicatesiorage location on site plan.) S 4 4 3.9 Non-potable water used for irrigation „ S 2 2.8 3.10 Pervious materials in "hardscape"areas (2 points per quaMRyLevel) •, ;~ 4' ~ + 2-42 Sub Total ~ ,. ~ , r " r 4.0 FRAMING & MATERIALS 4.1 Incorporate optimal value engineering (OVE) framing techniques (6 points required of all PFAH projects) 2 3-12 4.1.1 24" O.C. studs (3 points per Quantity Level for all framing) 2 23 4.1.2 Two-stud comers (2 points per Quantity Level for all framing) ,. 2 2 28 4.1.3 Etfident headers (2 points per Quantity Level tot all framing) 2 23 4.1.4 Stackingjoists/studs-eliminating double top plate (2 points per Quantity Level) 2 3 4.1.5 Building with 2' increments (t 75°k of footprint) PC 3 4.1.6 All framingmemfiers shown on drawings in plan and elevation 2 4 1d 4.2 Oriented Strand Board in subfloors (1 point per Quantity Level) !. 2 4• 1-0 4.3 Oriented Strand Board in wall sheathing (1 poim per quantity Level) 2 2 2$ 2A 4.4 Low-to>ac Oriented Strand Board (OSB) (2 points per quantity Level) 4.5 Finger-jointed studs or engineered studs for wall framing (1 point per quantity Levey \ S 4 td 2A8 4.6 Finger-jointed interior trim (1 point per quantty Level) 4.7 FSC certified material 2 4-18 4.7.1 FSC certified sustainaby harvested lumber (4 points per quantity Levey 5 4-16 4.7.2 FSC certified cedar shakes and/or shingles (4 points per quantity Levey 5 4-16 4.7.3 FSC certified trim and flooring (4 points per quantity Level) FRAMING & MATERIALS continued on next a e Sid ~f f 'i 2n4 Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 2 S 2 X ~~"' 2 P v k 2 r 5 416. 4.0 FRAMING & MATERIALS continued 4.7.4 FSC certified cabinets (4 points per Quantity Level) 5 ~ 5 4-16 2A 4.7.5 FSC certified windows and/or doors (4 points per Quantity Level) 4.7.6 FSC certified outdoor structures, decking and landsdaping forms (2 points per quantity Level) 2fi8 4.8 SFI certified material 2 3-12 4.8.1 SFI certfied sustainsby harvested lumber (3 points per quantity Level) 5 3-12 4.8.2 SFI certfied cedar shakes and/or shingles (3 points pe(quantity Levey 5 3-12 4.8.3 SFI certified trim and flooring (3 points per Quantity Levet) 5 3-12 4.8.4 SFI certified cabinets (3 points per quantity Level) S 3-12 4.8.5 SFI certified windows and/or tloors _ (3 points per quantity Level) 5 2 4 2~8 11 4.8.6 SFI certified outdoor structures, decking and landscaping forms (2 points per quantity Level) 4.9 Engineered Lumber used in floors and roofs (1 point per quantity Levey (3 points required of all PFAH projects) 2 2 4.10 Engineered lumber used to replace 2x10s or 2x12s for structural applications (s 75% structural material) 2 2 4 5-20 2B 4.17 Structirrel alternatives to wood-frame construction (5 points per quantity Leven 4.12 Structural Insulated Panels (SIP's) used for eztenor walls and/or roof (2 points per Quantity Leven 2 1 1• 2 4.13 Factory-built or panelized oonstrootion (1 point per quantity Level) 4.14 Recycledcontent Insulated Concrete Fonns (ICF's) used (s 75°h of all insulated concrete forms) 1 1.4 4.15 Insulated Concrete Forms (ICF's) (1 point per quantity Leven S 2 2 4.16 Non-solvent basetl foundation waterproofing (100%offountlation wall) 1 3-12 4.17 Frost-protected shallow foundation (3 points per quantity Level) 1 td 4.18 20°h or more flyash content (1 point per Quantity Leven a Sub Total ~ .,. ~, h 5.0 ENERGY MEASURES PC 1-10 5.1 Pertormance exceeding the Model Energy Code 98.2 standard for APECC (1 pt for every 5% better) (4 pts for PFAH) S ' 1 ' 1 5.2 Window quilts or insulated window shades installed (z 75% of all exterior windows) PC J 1 5.3 Mechanical equipment centraly located 5 5 5.4 Energy Staff house (5 star rating on an EStar^") PC 3 5.5 Energy 10 anaysis 3 1 `-`," 5.6 All ductwork sealed wtth mastic 3 1' ^+m" "' 5.7 Insulate all hot water pipes to all locations to R-2.5 3 / 3 5.8 Unvented crawlspace (conditioned, insulated walls, continuous vapor barrier, no vents, etc ) 5 2 2 5-10 5.9 Side-arm hot water heater 5.10 Energy-efficient boiler or furnace 5 5 5 5.10.1 87°~ (min.) efficient boler or 94°k (min.) efficient furnace 5 5 5.10.2 Modulating or sequentialy staged boilers 5 3 3 5.11 Outdoor reset thermostat control 5 5 4 5.12 High-efficiency gas hot water heater (stand alone units onty) PC 3 5.13 Manual J calculations used for sing mechanidal equipmenf ,, ,,:~ Sub Total ~.~ ~mru~ u., ,v ,,, R.., 6.0 PLUMBING 5 2 6.1 Tankless water heater 5 3 6.2 °On-0emand"hot water system Sub Total 7.0 ELECTRICAL 5 r+t0,~ 1.10 7.7 Energy Star® appliances (1 point for each appliance) (2 points required of all PFAH projects) S 1 1 7.2 Clothesline (indoor or outdoor) 5 3 7.3 Energy-efficient clothes washer (sel~ted from list on w~vw.ceel.org -Tier 2 or higher) 5 Y10- 1-00 7.4 Compact fluorescent bulbs (1 point for every 4 bulbs) (1 point required of all PFAH projects) 5 2 2 7.5 Efficient IigM controls (z 2 interior spades controlled) y Sub Total ~. 5~ i(o 2ntl Edition 9/03 City of Aspen / Pitkin County Efficienf Building Program Page 3 8.0 INSULATION 2 3 2 2 8.1 Wall insulation is 70°k recycled material (Z 75% of all wall insulation) 3 2 2 8.2 Roof insulation rs 70°k recycled material (z 75°.6 of all roof iasulation) 3 d 4 8.3 Blown /sprayed insulation (z 50°~ of all insulation) 3 2 1.10 8.4 Formaldehyde-free orlow-toxic insulation (z 50°h of all insulation) 8.5 Single~pane windows upgraded (additions and remodels only) 5 0.5 8.5.1 Double-glazed (no points for 8.5.2 or 8.5.3) 5 1 1 8.5.2 Douce-glazed wit6low-e coating (no points for 8.5.1 or 8.5.3) 5 0.5 8.5.3 Spectraltyselective film applied to historic windows (no points for 8.5.1 or 8.5:2) 3 7 8.6 Existing ceiling insulated to R-38 or to capacity (additions & remodels ony) 3 5 8.7 Existing walls insulated to capacity or rigid insulation added td eztedor (addNOns & remodels only) `~, ' Sub Total 9', 9.0 HEATING VENTILATING AND AIR CONDITIONING HVAC 5 1 15 9.1 -.. - Air destratification system 9.2 Natural cooling (1 point required of all PFAH projects) 5 1 9.2.1 Veitical shading devices for east and west-facing glass _ 5 i 9.2.2 Reflective films on east and west-facing glass or use windows with a SHGC of Ins than 0.45 3 1 9.2.3 Radiant heat-reflective barriers installed on roof appficatidns S 1 1 9.2.4 Landscaping that shades east and west facing glaang during the summer season (June•August) 5 1 9.2.5 Properly s¢ed overhangs for south facing glazing area 5 5 9.3 No mechanical air conditioning 5 1 414 9.4 Evaporative cooling (no points for 9.3 or 9.6) 9.5 Air infiltration rate below specified levels (Blower Door Test required) (4 points required of all PFAH projects) 5 4 9.5.1 0.40 NACH (Natural Air Changes per Hoiir) 5 6-14 9.5.2 s 0.35 NACH (2 addNOnal points for every .05 NACH reduction) 5 2 9.6 WholrHouse Fan cooling (no points for 9.3 or 9.4) 5 10 9.7 Convert electric resistance heattogas (atldNOns & remodels ony) 5 4 9.8 Replace electric water heater with a gas water heater (atlditions & remodels ony) 5 3 3 9.9 Hydronic heat (z 50°k of heating system; no points for 9.7) 5 - 8 9.10 Airto air heat exchanger ,~ . ; 10-20 PC P Sub Total ~ , r. .. ~, ,. , 10.0 SOLAR 10.1 Passive solar space healing 10.1.1 South faring glaziag'~s oriented within 30 degrees of east or west of true south. PC P 10.1.2 Property sized overhangs (see Section 9.25 for sing calculation). PC P 10.1.3 Solar access is unimpeded under easemems, covenants, or other private agreements PC 10 10.1.4 Suntempered design PC 20 10.1.5 Passive solardesign 5 10 10.2 Solar heating system for domestic hot water (no points for 10.3 or 10.4) 5 2 10.3 Active solar pre-plumbing (no points for10.2 oN 0.4) 5 5 5 15 10.80 10 7580 10.4 Active solar space heating combined with solar domestic hot water system (no points for 10.2 or 10.3) 10.5 Solar-generatetl electricity 10.5.1 System size of 1 kW 10.5.2 System s¢e of z 1.S kW (5 addNOnal points for every .5 kW supplied, wlth a 8 kW maximum) Sub Total S S 5 3 1 11 1 25 2 11.0 INDOOR AIR QUALITY 11.1 Low VOC and/or low-toxic interior paint (1 point per Quantity Level) (2 points required of all PFAH projects) 11.2 Solvent-free and/or low-toxic constructiorc adhesives 11.3 High efficiency airfitter 11.3.1 High efficiency pleated (electrostaticalty-charged) airfitter 5 5 11.3.2 High Efficiency Particulate Air (HEPA) fitter PC 3 11.4 Rough-in for radon mitigation (no points for 11.5) PC 5 5 11.5 Radon mitigation system completed (no poins for 11.4) S 1-4 11.6 Solvent-free and/or low-toxic wood finishes (1 point per Quantity Level) INDOOR AIR UALITY continued on next a 7e 2( 2"" Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 4 2nd Edition 9/03 City of Aspen ! Pitkin County Efficient Building Program Page 5 __ ; •~ ,~„ n, ~~pi~~ DAVID jOHNSTON ARCHITECTS rc ~/ ~ 418 Last Cooper Avenue Suite 20G Aspen, CO 8IGI I rEl 9]0-925-34h4 vnx 9]0 97.0-218H . A .,., ,re-. , s ~:. . , .y . ..,yy ~ . v ac ., - ... _. __.. •._ .. ....... .. ...... k .«..~.;, ss ..,._.~+.w..:.:rnasut ~. s+rrfi;.x:y.a..~... mss.,.. ~,.mt.~-.-;r r,".t ,3;; .,~^~a '3~~'.,.,. ab,. z~.'„', "~"a'-r ..4 ,.,?"i°'; DATE 12/15/05 FROM Brian Beazley TO Suzanne Wolf COMPANY Pitkin County Community Development CC No.OF ITEMS (2)24x36+(1)11X17 VIA Hand PROJECT Bellevue Lodge/ Parvenir SUBJECT Exterior Lighting Plan COMMENTS Suzanne, Attached is the exterior fighting plan with the revisions and clarifications implemented to comply with the 1041 wnditions discussed with Brian Stowell. Please review and comment if revisions need to be made before your site assessment. Please let me Imow if you have any questions. 925-3444 Regards, Brian Beazley tw:.tm:~jao!3nhxNS:i~6t1IP __ _ I ---------------------- - - ~. / J --~-------------------------------------------------------, --------~--------------~-~-.,~~..~.w. ~~~.__.~ _ --.__ .~ ._ _--_ ~ ~ ~.~-- - ~.n ~ s --~ --- 6 .- -- - ----~ --°i ~ ~ ~ - i - _ ~ / I ' ~ _ ~ ~ ~ ~~ ~ DAVID IONNST01 _ APCNITE CiS a \ i'~ / 1 ~ ~ I _ ~ ' ~'~/ ~ I / f ~ ~h ~~ 418 Ee5l COOpa Ave i' Suite 2066 \ I ___ " ,~'/ \ ~ Y I I Asprn, CU elbll / ~~ -~'~ / ~ 1 lft 9]B-925-3944 / ' ~-- ~/' I / i-. ~ / FNt 9]0-920-2186 ~ ~' ~ 1 TIDN SENSOR I --~ ~ \ CONTROLLEC / / '_ ~~ ~ CarboudalS C6 623 _~~___________ `_ ____ ___ _ 1 , ~i I ~ / I/ i ~~ iFL 9]o-963-]444 i ~ 'I I ~ _ ~ I I I ~ fAC 4]0-963-844A --- -~._ ________ I I '~~ _ _ ~- ~ anoUE ~uLas ~ ~ ~ I / ~ i i ~ ] ' ~ ( I / \ _ -- ~ ,, -- ~ / _ ------ I ~ \ ~ ' ® ~ ' ~~1'~~16 RESIDENCE i , ~ ~ ~~~~~~~ ~ \ / \~ ~~ r _ _~ i~ t ~ ~ J C I i (DRIVEWAY % / ~ ~ ~~ / \ ~ _` i , 1 ' i - ~~ _ ~~ ~~ ~ ~ 0 ABO ,~ ,~ ,~~_ --'_-___ __ -- -_ / / ~ , _ _ ADDRESS NANUMENT \ -- -' / ~- _ ~- ~ \ ~ ~ ~ / / _ (&11LDIN6 ENVELOPE ~ ~ ~ ~ / _ LIGHTING PLAN 1/8"=P-~a LEGEND, ® DDWN CAST EGRESS LIGHTING II ® GAS LANTERN ENTRY LIGHTING y92 DDWi\' CAST WALL MOUNTED LIGHTING ~~Y\'V'\\V~ GENERAL LIGHTIN6 NOTE5~ I. OUTDOOR LIGHTING SHALL BE LE55 THAN I~' IN HEIGHT. 2. OUTDOOR LIGHTIN6 WITH HID LIGHT SOURCES SHALL NOT EXCEED 35 WATTS. 3. OUTDOOR LIGHTIN6 WITH INCANDESCENT LIGHT 50URGE5 SHALL NOT EXCEED 50 WATTS. 4. ALL LIGHTS SHALL BE FULLY SHIELDED. 5. LANDSCAPE LIGHTIN6 15 LIMITED TO 35 WATTS PER FIXTURE PER 150 SQUARE FEET OF LANDSCAPED AREA. b. SECURITY LIGHTIN6 AND MOTION SENSOR LIGHTS ARE RESTRICTED TO ACTIVATING ONLY ON THE OWNERS' PROPERTY AND LIGHT TRE5PA55 (BEYOND THE OWNERS' PROPERTY) IS LIMITED TO I OF FOOT CANDLE A5 MEASURED AT THE PROPERTY LINE. 7. UNSHIELDED FLOOD LIGHTS ARE PROHIBITED. 8. LIGHTIN6 DIRECTED TOWARD THE ROARING FORK RIVER OR ITS TRIBUTARIES IS PROIHIBITED. Q. LIGHTIN6 50URGE5 SHALL NOT 8E AFFIXED TO THE TOP OF A ROOF OR UNDER A ROOF EAVE. ~~ ~~,m,M.~~,.,„e„ N gmMW davxu m ~ aam ax°~"eeMro~m~ e ~ ~ x w .y, w .~ n w .u ~v., eon - wmw.a~saaa;n... n~~ K O ~i ~ ~ Q W LL \~ a w J G J ~ W Z m Dnawma Issu xnemarm l-rv m-te{ Benign Bewlapmenf 09-29{ Permit Rt 09-2Pi Pmyrtzs xt eB-zz{ owners set o]-zz{ Name Change B]-z]{ Preliminary CD. peas{ Canrt Bamment kt 09-26i Rwisiansm 10.15{ PRa[cf No: om9 BMWN BY: Daniel E Ferguson CTLITH®MPS®N ~,,,.: January 8, 2004. Black Diamond Land Development Corporation c/o David Johnston Architects 418 East Cooper, Suite 206-B Aspen, CO 81611 Attention: Mr. Brian Beazly Subject: Review Comments Geologic Consultation Letter by Collins & Associates Black Diamond Holding LLC Tract Pitkin County, Colorado Job No. GS-4133 Your architect (David Johnson Architects) provided us with a fax copy of a letter for the subject site prepared by Collins & Associates dated August 22, 2002. You asked we review section 3-80-050- H. Faults hazard (page 4, paragraph 2) and comment on the seismic hazard at the subject site. The relevant section from the document and our corresponding response is presented below. Reference: (Page 4 paragraph 2) 3-80-050- H Faults hazards. No mapped or observed hazard. The property is located about 600 ft southeast of ohe splinter and about0.6miles from anothersplinter of the Richmond Hill-Smuggler Mountain fault system (Bryant, 1971). While there has been no known movementon thesefaults in historic time and probably none forthousands ofyears, earthquakes of upto Mercalli Intensity VI° have occurred in the region within the last few decades; therefore, new structures should be designed and constructed. according to the Uniform Building Code provisions for Seismic Zone II. " Roughly equivalent to magnitude 5 on the more-familiar Richter scale. Earthquakes of this magnitude are felt by all, with damage from minor to moderate. Response: The subject site is located in the Western Mountain Seismotectonic Province. Historic earthquakes centered in the area have exhibited 234 Center Drive ~ Glenwood Springs, Colorado 81601 Telephone:970-945-2809 Fax:970-945-7411 w m,.,. Modified Mercalli Intensity of up to VI. In our opinion, ground acceleration associated with an earthquake intensity of VI can be expected atthis site. An intensity VI earthquake may result in cracking of weak masonry structures but would cause negligible damage to structures of good design and construction. The region is in the 1997 Uniform Building Code Seismic Risk Zone 1, however, the Colorado Geologic Survey recommends considering all of Colorado except the northeast corner of the State to be in a Seismic Risk Zone 2. Current Pitkin County regulations are to adhere to the 1997 Uniform Building code. Standard practice is to design structures in the area for Seismic Risk Zone 1.;fl,6'e a ieve e'f9 m orm w .nn` _~ a _ aY~,,,~,. ~~ ', rvacn ua~ nn an oar tnyua RB OT SUTi1C1enL mLenSlty SO CBUSe SlgnlflCant damage to structures during a design serviceability of approximately 100 years at this site and in the region is low. Structures at the property should be desighed to withstand moderately strong ground shaking with little or no damage. We recommend anticipating horizontal grounds accelerations on the order of 0.035G to 0.07G in the design of structures to be built atthe subjectsite. Wind loads typically govern horizontal loads in the region. We appreciate the opportunity to work with you on this project. If you or prospective lot purchasers have questions, please call. Very truly yours, CTL/THOMPSON, INC. '~<<'':~~,, . ,, ~::; <, o ~. ~ '~ n ~ ~ ''' ~~ Wils~Bowd °' . _ J EngineeringGeologist~ '° '~q ~~~4~` ~' '~~ `'•• ~' - ~•° 4,~ y :fQ ..,,.,~. ~t0 Reviewed ° `RO; e ~.5,,.,;~~ y> ?~ ~ '=- ~~~2~`9``~~", John M .E. ~ o ~~ Branch a aa~~~ Az LB:JM: (5 copies BLACK DIAMOND LAND DEVELOPMENT CORPORATION BLACK DIAMOND HOLDINGS LLC TRACT CTLfT JOB NO. GS-4133 2 ~~;: Vii; ~.; p, April 15, 2004 G A M B A & ASSOCIATES CONSULTING ENGINEERS & LAND SURVEYORS PHONE: 970/945-2550 PAX: 970/945-141 O p '3 NINTH STREET. SUITE 214 P.O. BOX 1458 GLEN WOOD SPRINGS, COLORADO 87602-1458 David Johnston David Johnston Architects 418 E. Cooper Ave., Suite 200 Aspen, CO 81611 Re: Parvenir LLC. Residential Grading Plan Review and Drainage Calculations Dear Mr. Johnston: Gamba & Assoc., Inc. has reviewed the Grading Plan provided by David Johnston Architects on April 13, 2004 for Parvenir Morningstar in Pitkin County, Colorado. We have also performed drainage calculations for the parcel in order to analyze storm water runoff and provide comments. The following are our recommendations for the Grading Plan and our storm water runoff recommendations. The Grading Plan for the site appears adequate provided that the comments listed below are incorporated into the finaY construction for the site. The site slopes from west (back of house) to east (front of house) across the parcel. The grading plan indicates an "Impermeable Lined Channel" along the rear of the residence that should intercept runoff and direct the flow around to the north. The channel should be constructed using either concrete or an impermeable liner so runoff flowing adjacent to the residence cannot percolate into the soil and adversely effect the foundation. This runoff then flows in a natural channel and eventually into a culvert under the driveway. The slope at the outlet for the culvert shall have erosion protection in the form of rock armoring to eliminate erosion and transport of sediment off-site. The erosion protection should be reviewed on- site by an Engineer registered in the State of Colorado for adequacy. Positive drainage away from the residence is indicated on the grading plan along both the east and south sides, which is easily attained due to the ground sloping away in these directions. The motor court notes a minimum of a 2% slope away from the garage. The slope should also be incorporated into the walk area between the motor court and the residence so positive drainage is maintained in this area. A curb cut or some type of scupper should be constructed in the motor court curb along the east side to allow drainage out of the motor court. We also make the following additional recommendations for the site grading: (1) all runoff should be directed away from the base of the proposed residence by maintaining a minimum grade of 10% from the residence for a minimum distance of 10-feet, thereby reducing potential saturation of the ground around the residence and minimizing slope failures due to the saturated soils; (2) all roof downspouts should be directed away from the residence to locations that will drain without negatively impacting site features; (3) erosion control and protection shall be provided during the course of construction for all areas where flows are concentrated due to channels, ditches, culverts, downspouts, etc. in the form indicated on the grading plan for "Straw Bale Retaining" and "Silt Fence"; (4) the final erosion control should include revegetation of all exposed surfaces including channel sides and bottoms where appropriate. For the revegetation, we would recommend a native seed mix, provided by an expert, appropriate for the site. We recommend that channels with steeper grades be lined with either anon-erosive surface (ie. Concrete, rock, etc.) or erosion control fabrics such as Turf Reinforcing Mats or Erosion Control Parvenir Grading and Drainage Review Aprrf I5, 2004 Page 1 of 2 Barriers. These channels or areas of concern should be field verified by the Engineer; (5) snow from the roof or snow removal should not be piled adjacent to the building. We have attached to the report a "Boulder Faced Retaining Wall" typical section that we would recommend using in place of the typical section indicated on the plans. Storm water runoff calculations using the TR-55 hydrologic model were performed for the area of the site affected by the proposed construction to analyze the storm water runoff (see SITE MAP attached). The entire pazcel was not analyzed due to the length of the parcel parallel to the slope and the significant portion not effected by any proposed construction. The analysis includes the area above and below the site so drainage patterns and possible effects to the area can be reviewed. The calculations considered the 25-year storm event for the Aspen azea with a 24-hour rainfall rate of 2.4-inches (calculations attached). The overall basin has a historic peak runoff rate of 1,88-cfs (cubic feet per second) and apost-developed peak runoff rate of 2.08-cfs. The increased rate of runoff for the basin is minimal and is within the error of calculations associated with the hydrologic modeling. Also, the channel and area down flow from the proposed residence does not effect any possible building locations and terminates at the river in approximately 400-feet. Therefore, we do not propose any on-site detention for the storm runoff as long as proper mitigation is provided to eliminate sediment transportation from the site. If the above recommendations and conditions are incorporated into the grading of the site and the storm runoff protection is provided, it is our professional opinion that the grading and site drainage for the Parvenir residence is adequate. Please feel free to call with any questions. Nathan J. Bell, P.E. 33401 Attachments: Boulder Wall, Site Map, Drainage Calculations H:\02323\09_parvenir Batista ISDS\Drainage Plan\Parvenir grading and drainage review 041504.doc Parvenir Grading and Drainage Review April I5, 2004 Page 2 of 2 Gamba & Associates, Inc. post-25 on and off.txt TR-55 Tabular Hydrograph Method Input Summary Description ..... ..... ... Parvenir POST-25 T e II Rainfall Distribution ... _OYP Ia/P rnterpolation ...........••• 2.3201 ac Total Area ...................... Peak Time ....................••• 2?0890 ~fsin Peak Flow ..............,........ Given Input Data: ---------------------------------- Subarea D/5 subareas Area cN Tc Tt Rainfall Description (ac) (min) Cmin) Cin) Basin O1 2.3201 75` 7.7437 0.0000 2.4000 Support Data: Subarea Name: Basin O1, Row: 1 Sheet Flow sheet Flow ---Description ..................... Manning's n ................. 0.4000 Flow Length .... .......... 109.8831 ft Two vr, 24 hr Rainfall .......... 1.2000 in Land slope ...................... .1:7500 ft/ft Computed Sheet flow time ........,. > 6.3217 min Messages: Info: Time of Concentration rounded to 6.0000 min in row <1>. Shallow Concentrated Flow ---Description .........:........... surface .. ..................... Flow Length ................... Watercourse Slope ............... velocity .. .. ........... . .. ... Computed shallow flow time ...... Messages: Info: Time of concentration round Shallow Concentrated unpaved 352.1377 ft 0.5700 ft/ft 12.1813 fps ...............> 0.4818 min ed to 6.0000 min in row <1> channel Flow Description ..................... Channel Flow Flow. Area ....................... 0.7212 ft2 Wetted Perimeter ................ 4.2764 ft Flow Length ..................... 217.7010 ft channel Slope ................... 0.1772 ft/ft ... Mannin 's n ............. .... 0.0375 Hydrau is radius ................ 0.1686 ft velocity .............. ..... ..•.........5.0918 fps computed channel flow time ...... .> 0.7126 min Messages: Info: Time of Concentration rounded to 6.0000 min in row <1>. Channel Flow ---Description ........... Page 1 ~,; _ ,.:, . ,,_.. ~ .9.~ post-25 on and off.txt Flow Area ............... 0.3750 ft2 ~"'+ Wetted Perimeter ........ 2.1180 ft Flow Length ................... 132.0275 ft Channel slope ................... - 0.1703 ft/ft g ... Mannin 's n ................. 0.0200 Hydraulic radius ................ 0.1771 ft velocity ........................ 9:6679 fps Computed Channel flow time ............ .....> 0.2276 min Messages: Info: Time of Concentration rounded to 6.0000 min in row <1>. kkkkkkkkkkkkkkkkkkkkkkirkkkk Total Time of Concentration ...................,.....> 7.7437 min kkkkkkkkkkkirkkkkkkkkkk kick kkk. Composite Runoff Curve Number Calculator _ Description Area (ac) Curve Number ------------ ----------- -------------- Vegetated 2.1861 74 impermeable 0.1340 98 Total Area -----> 2.3201 75 <----- weighted CN Messages: Info: Time.of Concentration rounded to 6.0000 min in row.<1>. e,~^'"', Page 2 pre-25 on and off.txt TR-55 Tabular Hydrograph Method Input Summary Description ..................... Parvenir pre-25, Rainfall Distribution ..... Type II Ia/P Interpolation .............. bn Total Area ...................... 2.3201 ac Peak Time ....................... 726.0000 min Peak Flow ....................... 1.8813 cfs Given Input Data: Subarea D/5 Subareas Area CN Tc Tt Rainfall Description (ac) (min) (min) <in) 2.3201 74 7.4000 0.0000 2.4000 Basin O1 Support Data: Subarea Name: Basin O1, Row: 1 sheet Flow Sheet Flow ---Description ..................... Manning's n ..................... 0.4000 Flow Length ..................... 109.8831 ft Two Yr, 24 hr Rainfall .......... 1.2000 in Land Slope ...................... 1.7500 ft/ft Computed sheet flow time .......................> 6.3217 min '; .Messages: info: Time of Concentration rounded to 6.0000 min in row <1>. shallow concentrated Flow Description .... ............... Shallow Concentrated surface .. .......... ......... Unpaved Flow Length ................ 352.1377 ft watercourse Slope .............. 0.5700 ft/ft Velocity ........................ 12.1813 fps computed Shallow flow time ....................•> 0.4818 min Messages: Info: Time of Concentration rounded to 6.0000 min in row <1>. Channel Flow Description ..................... Channel Flow Flow Area ....................... 2.2576 ft2 wetted Perimeter .. 6.1910 ft Flow Length ..................... 304.7331 ft channel Slope ................... 0.1777 ft/ft Manning's n .................. 0.0375 ... Hydraulic radius ............. 0.3647 ft Velocity ........................ 8.5142 fps Computed Channel flow time .....................> 0.5965 min Messages: Info: Time of Concentration rounded to 6.0000 min in row <1>. '.:?:*rtrt~krtrtkkrtrtrtrtrtit ::rtrtrt'.:rtrtrtrtrt Total Time of Concentration .........................> 7.4000 min fr#': ::rtrtrtrtrtrtrt rtkrtir'.:rtrtrtrtrtrtrtir ii iert Page 1 -~ „,~. _:,.rm,.,.: .:.. ,., : ,.m.v~ _. ~..~.. „..,, ~,rixa pre-25 on and off.txt EiP~~ Messages: Info: rime of Concentration rounded to 6.0000 min in row <1>. ~°'~''~ ~? Page. Z *i, I_ i. BOULDERS SHALL OPTIMALLY BE TABULAR IN SHAPE. (RELATIVELY FLAT SURFACES ON OPPOSITE FACES WITH THE DIMENSION MEASURED PERPENDICULAR TO THE FLAT FACES LESS THAN THE DIAMETER OF THE BOULDER MEASURED PARALLEL TO THE FLAT SURFACES - IN OTHER WORDS, MORE LIKE A TUNA CAN THAN A BOWLING BALL) 2. BOULDERS SHALL BE STACKED IN SUCH A MANNER THAT EACH SUCCESSIVE ROW OF BOULDERS ARE OFFSET ALONG THE LENGTH OF THE WALL IN ORDER TO PLACE EACH BOULDER IN CONTACT WITH TWO BOULDERS BELOW. 3. THE CENTER OF GRAVITY OF EACH BOULDER SHALL BE BEHIND THE CENTER OF GRAVITY OF THE BOULDERS BELOW. 4. SUCCESSIVE BOULDERS SHALL GENERALLY BE SMALLER IN WEIGHT AND DIMENSIONS THAN BOULDERS BELOW. 5. MINIMUM DIMENSION ON ANY BOULDER SHALL BE 12-INCHES. 6. .CUT SLOPES SHALL BE MULCHED WITH AN :APPLICATION OF SOIL GUARD, BONDED FIBER MATRIX ~~(WEYERHAEUSER) BY A CERTIFIED APPLICATOR. ACCORDING TO MANUFACTURERS INSTRUCTIONS, UTILIZING STANDARD HYDRAULIC MULCHING 'EQUIPMENT AT A RATE OF 3,000 POUNDS PER ACRE. .,THE APPLICATOR SHALL NOT APPLY THE PRODUCT IN ` ;ADVANCE OF' RAINFALL, SUCH THAT THE BONDED FIBER MATRIX HAS AN OPPORTUNITY TO CURE FORA ~~: MINIMUM OF 24 HOURS AFTER INSTALLATION. 7. WFIEN SLOPE OF FACE IS 0.5:1 TO i:t; L=0.7xH - WHEN SLOPE OF FACE IS 1:1 TO 1.5:1; L=O.SXH 8. IF H IS LESS THAN 5.5 FEET, THEN THE GEOTEXTILE IS NOT REQUIRED. UNDISTURBED IN-SITU MATERIAL OR COMPACTED STRUCTURAL FILL MIN. BOULDER 2 DIM. 12', SEE NOTE #5 ~ 1 RESEED EXPOSED SOIL "MORTAR" WITH NATIVE VARIETIES OF PLANTS, SHRUBS, & TREES THAT PROVIDE EXTENSIVE ROOT GROWTH AND SURFACE COVERAGE TO PROTECT SOIL "MORTAR" FROM EROSION. 1 0'-30' H PLANE OF CONTACT BETWEEN BOULDERSSHALL SLOPE DOWN AND AWAY FROM THE FACE OF WALL WITH A MINIMUM ANGLE OF 10' AND A MAXIMUM ANGLE OF 30'. L =LENGTH OF GEOTEXTILE FABRIC (SEE NOTE 7) MIRAFI 500X OR APPROVED EQUAL FINISHED GRADE MINIMUM BURY OF BOTTOM BOULDER = 1/4 WALL HEIGHT (NOT TO EXCEED 3') ;MIN. 12" CLASS 6 A.B.C. ~® 95% MODIFIED PROCTOR IN SITU MATERIAL, SCARIFIED AND ;TED TO 100% STANDARD PROCTOF 12" CLASS 6 A.B:C MOISTURE TREATED TO WITHIN 2% +/- OF OPTIMUM MOISTURE CONTENT AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY BASE WIDTH IS 1/2 WALL HEIGHT PLACE MIRAFI SOOX GEOTEXTILE FABRIC ON COMPACTED SUBGRADE EXTENDING THE FULL WIDTH OF BASE BOULDER PLUS 2 FEET IN EACH DIRECTION. Cross Section of Dry-Stack Boulder Wall Not To Scale O z t `t $. .. t .3'. W i -;(~ 5c P iY 'rl ~ffi GV 4 1 ~v "1 -L.t '315 M' S " i.1 NO ~. Oz s, 30 3 ~, *~ ,~, ,~;~ ~~ ~, ~ a a i 3: ~;. a 1$-~t~:;c~ r~S~ ` ~-fa'~~~~^~ ~Z HF~ }y .Sy ~Q~NN N 1~ ~~t 3~~~t~~' 'Y(1~< s t ..~ .1. 14.1. :t-yti;"{ ~ °a, ~ ~'~' a "~~` ~ MIRAFI SOOX OR ,,', t~$ APPROVED EQUAL Q„ SEE NOTEB) ma a.i,.> ~e Q< (~" CLASS 5 STRUCTURAL FILL MATERIAL MOISTURE TREATED -TO WITHIN 2% +/- OF ~ OPTIMUM MOISTURE CONTENT AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY m r z m ,_.,. ~ ° J ° V i -- ~ i~ ' d a I<I7 ° _ ~~ i ~ ~~ UNDISTURBED IN-SITU ate. ° " ' ~y MATERIAL OR COMPACTED ~ ~ a a - ~ STRUCTURAL FILL 'a = ~ ~ Q V g MOISTURE TREAT TO WITHIN 2% +/- OF OPTIMUM m ~ ¢ O o MOISTURE CONTENT AND RECOMPACT 12" OF IN-SITU ° ~ MATERIAL TO 100% OPTIMUM STANDARD PROCTOR DENSITY. • e ' - o s S'» it ¢ _ u; r- a -1 Q ~w N VI ~ ~ ~414~pd _~ .-." Benun. 5teplcn WSabL RaaaNI B. 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SteMen Iper ptoa ~. , ~, ~,. ,~; ~ _ ~~ ~ ` ~ ~~~ e ~~~~ 89,t ~"~ ~~~° w~l~~edap,~a,bmee~~ti ~, ~;~~]„ 004 ~ ~ t. ~ _ ~ ~, ~ ~ __-_ ,~N69'36~wa~,~~,lb~,d~n~~„6aeNla~d1>o~ ARR /~/~, /~ ~ t15YE ~ tlE la \ a- 4 _ teelNNe pnldEey ietq~ SYRVEYOR6CERIF CATE Bevm Y ~~cc /~ ~ BA6150F REARING. / ~~ w...eca - ~ - "~ ~ ~ 8~ E .-._- sau pa«d m,b Rmdvel. ~n,m areyyclelm Pbless IES am mebaeedbaat~ S ~ / ! -T Im' ~+^ am •~9zm3-aaec b«ewlaaa I c~a a urveranl6a alafeolrawmo, balao-i aowa6~Ece~tfgy CrLI~ ,. .8 /rt ! meae Y _ ;~ mrcylmlu~w lap~wenKd survey Pbls w a nla nn smaase f" ' / 2 at ACmyy I~//,J ,e'e ~! / ~ ~ 1~1L~ - r vsneadm brine worcv nne waervaknn •Ey.^{' ~~ ~NE:~ Bu63Y9 X - aL Vgni / ~ ~\1 ~ ' •• MaIT RDJL. ~~,{V \~FiexeJOL r! }~ ~ ~T _ ~~t-~ - ~ ~ _~ ~ CLERKBRECO0.0ER ACCEPTANCE FORRECONgNG: eFa _ baZ9a ~ \@ _ / Tbs lllpwertml6u«aylies Eeenatteplmkr n9kn NeolSte of - i{`°~ _ -'_ $$ '~ ~f\~~`~\ - ~ \ ~' / ~' 1M CkM8 Remtlerd PAin COUnry Cnnmtl0.mtli'¢ ~ i Y$ / ~ - '!Vry'(1111t`~ - ~ ~ i~~ aoY at ]fp_ In Phl &ak A o _ A _ w- \~- / / f^ - \ / at page azRetMlkn Nu j i a ~~~ GRAPHICSCALEIN FEET -~ ~ ~ ~""~ ~ vA-~~ ~ ~ / ~ tleda Recweer ~¢I¢il Vew o~BUilOina Env¢IOce - ~ cc e°i 1 'p AIVaN J. GaiMa P E.8 t5. ]8836 ~b 1-~ N . ~ (~ V U IOC '~ V N ~+ as Q 1 m; F ~~ ~e ~. d N d d 6 °_ d a A.R. GALGULATION5= OE`'RIPrIGN AREA APPLIED TOTAL A_ LTE.Q LEVEL FLOOR ' -.VNAL AFEA OP MAIN FLOO.F 2324 5F_ J - AREA c%ENPT FROM FAR -O S,F, - AREq THAr APPL16 To FAR. 292a s F. 2324 5F. 9. OVERXPNC' ®LOWER LEVEE: -AREA OF ALL'A'W9LE OVERHANG (5' xvJ !oss) !lltb SP. - ALNAL ARE4 pF OVERHAW.~ ]3q S.F. - AREA THAT APPLICS TO F AR, O 5 F. O 5 F_ TOrAL AREA iHgi AFFLICS TO PA.R 2g2q 5F. A. MAIN LEVEL FLWR - ALNAL AREA OF UPPER FLOOR 3,1945 5 E -A4EA EXETPT FROM FAR. OSF. -AREA THAT APPLIES TO F.AR 3,T945 5.P. 3]94.i S F. B. OVERHANG/' ®MAIN LEVE: - AREA OF ALLOYPBLc OVERHANG (5' wtl bss) 1915. T3 S.P - ALNAL AREA OF OVERHANG A90 SF. - AREA THAT APPLIES TO FAR O 5 F. O SP. G. UYGOVEREp OEGKS OR °ATIOS ~° AEOVE GRADE. -AREA OF UNCOVERED OELKS OR PATIOS 30' A9pVE GRSpE O SF. O SF. tOTAL AREA THAT APPLIES TO FAR 3,1945 5 F. A. LFPEF LEVE! FLOOR: -ALNAL AREA OF N'PER LEVEL PLMR 2,131.5 SF. -AREA c-XEMPT FROM FAA. O 5 F. - ARE4 TNgT AF; LIES TO FAR 2,1315 SF. 2,1°IS 5 F. 0. OVERNANS^ 9 UPPER: -AREA OF ALLONgPI_E OVERIiANS (5' ¢nC !saSJ 1912.-IS S.F. - ALNAL ARU OF OVtRlIAN6 8l0 3F. - gREA THAT APPLIES TO FAR O 5 F. O SF. E. UNCOVERED DELKS GR PATIOS 30° AEOVE G.ZyDE - AREA CF UNCOVERED OELKS OR PATIOB °p° A20VE GRADE O SF. O SF. TOTAL ARE0. TXAT APPLIES LO FA.R. ioiAL AREA TNgT APPLIES r0 F..+..R. TOTAL PLLONABLE FAA. B-250.00 S.F. 0,250.00 5 F. ~' DAVID JOH NSTON ' AftCNITE CTS rc - 4l8 Eazt Cooper AVe - Sui[e 2066 Aspen, CD Bifilt i(l 9)B-925-34x4 inx 9]o-92o-z186 )58 Main Stm[ CarLOntlale, CO 81623 Ifl 9]0-963-]441 eax 9]0-963-8444 .w:kwa>su awrom wµv. w m=W aaw~rym ~ MMwrz ueFwebb- .vlw/mv ~ ~a<yu vmq.. w ryne2~f~~ W . : ! ~ ~ . : , V ~ O g0 _. i. REVISION G'1-30-20G4 - _ - 1 AGMIN. DECISION No 54-2004. i _ _ _ _ - _ { j / HIGH POINT-~~ ', ~ i ~ ~ ~ ~ / ` SWALE BOTH DIRECiiONS ~ 1 ~' DIRECT NANRAC \ \ ,~ ~/ !" cg \ AS INDICATED ,-' - _~~ FLOW SWALc' ~ _ ^~ _ ~~ ~ ~' ~ / ~~ ~~ ~ IMPERMEABLE LINED ..H,4f4NEL TO CURB-GUT ~ ---- _____< _ ____ ~ ~- ~ ' / I DAVID JOHNSTON / I - w -__---/ _ ~'_ - I __ _~ ~~ -- ~~ ARCHITECTS a f/ ~\ _ _ - ~ ~.i.~ Ii lti I.i ~f~~;R ~ Ii~+~ i i.~ T.77-.xa- _. } ~-F-- _v_ _ _ __ ___ __ +~ ~ ` v 4 L r { ( \ / ,~ ~~ s~-1 -~ ~S,y 410 Eazt CvaVu Ave _ 1 ~'*~h ssc, ,i1 I ! i i I •'3 I I -h wsym", coa bu ~ WILpING ENVELOPE-~ ~ ~ { I i '~ ~u T °Ilui i li li ~T@ I ;~^ PX~ f ~ llli 1 ~"~ ~~ ~ ~ I ~~ 9TO Sac 94M _~ ~ ~ v ( V i ill '~ ! ~ ~ itilil{11 ~1~ ~! r~ I11, ~ ~ x ill ~. -"•~ {~ ' ~- _- ~ 4s. '' : i I r~ ~---~i]!I) 1(I~Liii n~'t~ I sn~Ii ~~~1'~ e- I i ~ Ii C ~ ~ ~ -- ~ _ t au sTo-9zo atae ~5 ~ ! ttti i.2{ ~ J Y i 3::4 i II l=~ \ I ___ a-Fz~~.1v 'ES` Lk^ Js -..yv± t ~S l:~i.1I,1 I( f, 1i - tl~,l 1i lila ~ ~ ~ I ~ ~, _ .TSB Main Slreet ~' } ~ 1 ~ i i i 1 I ~- CarbovdaM. CO B16b3 i { I Y { t ~ ~ ~ ~ I m 910-969 9414 .__ --_-' __-54--_ _ I t ~ ~ : i ~ i ~ ~ i ~ ~ \ ._-- __ I ru 9TO-963 a4aa p ~" 3 _ 1~". ~ _ ~ .7 ~'.r L. ~ -46,-- P '~: ___ _____ - ~ - +-~_'~ _ t- __ - - I ~ ~ / I ~ ~- ~ _ -- -- - I MOT~RGGIIRT CURB ~~ ~- ~ I i ,_ SEE GETAIL -J ~= -'{'~..I ~ / I _______ _ _ /I I ~ SHEET 2.2 COURTYARD - _ I CURB-GUTS ADDITIONAL /"~ ~00.~ ~- ,-~ ~~ -~ _...~.~ ~~ ~EAGH SIDE ~ PARKIN I __ .7` .._ .~ / ___ _ _ ~~ ~i l ~~ .., °_ ~ I i y2 w a .w..n°. / ________ `4r?__~_ _ ___\ - ix4" -_ _T_ BOU~IJERS __ I -- __ "" _ Y SEFi ETAIL _-___- " - _ -' SHEET 22 i _ ~ -~, ~ _ _ _ _ _ FIRE STA IPE b" D[;Y_PARE-__ If0 HYDRANT ~ DRI A ' ^'°"°s'"^°° _.~fi , ~~ ~, s '" .' I _ _ _ _ . _ 1~8'$~LOh I YJ/ FI MARSHALL ""°' w. ° ' € '- MOTORGOURT CURB HYDRANT - . - - - - - - - - i ' - *"'°""°'°"10~^"n°'"""z ' ~ ~ "~ _ - __--- - $ SEE SPEG5 EXISTING _ ~ TG1N. = 50` -- Zr 0 i~~ __~ ~ ROAD GOT. 1 ~4d ___ ~ // \ 4~ \ ~F ~ i 1 I ~: I _, I }" " G G ASffHAL' 4EW DRIVEWAY 3. ~~~-,: TO.W 50 ~' i i 14 PT. WIDE MIN. 4p-~' - 42-~ I ~ _ GU Ri ' _~ ~ ~ ~~ ~ ~ ~ _ I ~_ U ' w / / - _____-~J `` ISTGNE MOhvJMENT i ~ i ' /.~ / ~ O ~ "~~ \ BOILDERS --~ ~ __ ~ ~~ ~ ~ LLI w s ~~\ \ `_ ~ / / / S SHEDET 22 _\ I _.__ ~ i w 8 \ EIUILDING ENVELOPE) / ~ ~ ~1 N \~ ~ I / / ~ / = I ~ ~ /3s _ ~ i --T------- ~ ~ I ~ ~ / , _ ~ O __ '_ ______ r r / _________ ________ _ ~_A~VI ~Y ENVELOPE ~ // ~ It ' _ \ ~_ ~ I LEGEND: ~~ / ~___ ---~_T / - ~ i / : DRM1WING ISSUE - EXISTING GRADE TO REMAIN i ~ 1 kF~mntic 4N 0110-OS - Caign Oev<bpneid OS-39-04: ~ '-------- EXISTING GRADE i0 BE REMOVED ~ ~ ~ p<emli si 84-33-a. ~- ,-, Pro9ms6ct 80-n-aC . ~ -50 NEW GRADING ~ ~ ow:ler:sn m-n-~ ~~ ... ____ xame mya w-v-oa. j I vrciiminarv CO C&0604 i / cw:r. oo<ummisel aa3soa' GE\ERAL SITE NO'I'~5: -~ Rcvisbnm 10.15A4 ---~ '. GRADE TO SLGPE AWAY ;ROM BUILDING MINIMVM 10' TO , 2. NO LANGSGAPE :RRIGATIGN SPRINKL'cR TG BE LGGATED NE%T TO EUILDIN ~~~~ ~~~ ~ ~ i PLAN - ' 3. ALL EXISTING TREES MGRE 'HAN O °T OUTSIDE 2VILDING 1J8n_~~-Q" ~ _. \~ P1101KT xo ~ ,~~ ~ - e oawwx BV: 0.nl[IE feym" - . FOOTPRINT TO REMAIN, J.N O . . 4- ALL DISTURBED AREA TG BE RE`fE61?ATED PGS ccusTRL'cncN. Nod ~ ~ ~~~ 5. ALL ROGF CGWNEPGUTS SHGULD BE DIRECTED AWAY - - FROM THE HGUSE O L^vGA IONS ~HA- WILL DRAM n!TMdJT _ / w'~ .-' ~ NEGATIJELY IMP,4GTING SIT>= FEA?UR.:S. SEE ROOF PLAN. ~ ~~~ `~ P~ l f~~1 6. GRADE XX= bIXX' O "OR EXAMPLE 50- 850 O'. ~ ^ p~a~^ ~~~' ~+~~V VL~~~ '~ / \ ~ ~ ~ - I _-- ~ / ""~`'''''''''' / ~_ ~- ~`~ ~ ~ IMPERMEABLE LINED GHrvyNxcL- -L___--_--_~-~ ---_.~~~ - .~ TO'' 60 ~ 1~- ~ _ ~i~-Rfi. ~7I n ~~ &IILDIN6 ENVELOPE J \ ~ ~, ~ I __.. - _-C___________ ___ __________ i~ ~~ _~ / ,\ 1 ~ TOW ~ 5C~ ,--- ~~ ~ ~~ '--_ .-- --~ ~ y ._- - i ___- _- Flpy STAXED AN-EMRENL~® sTRa+BALE . 2' WOD STAKE9, MIWMIM'1 PER BPLE BnLKFILL PoM 9' yxpISN GBED AREA E2YIX9 COMPACTED SOIL TO . PBEJEM PIPINB -I STRAW BALE RETAINING IH'-1'II '~ MItUMM °NTREncxr+Enr STEEL OR WOTY.J P09T 6EOTEMILE FABRIC BURY TGE OF FPBRIL FLOW sRD.w ure ,. TO BE INSTPLLm AT NE PERIMETER CF D5R9ED AREAL WHERE RIM-OFF LEAVES Th£ SIR _ REMOVE SEDIMExT EUILDLP FROM 1NE WSTREAM SIDE OF TME FENCE PFfER EVERY 51BNIFILAM DEPOBITIN9 EVENT REEELYIg. ANO TIGHTEN FABRIC TO FENLIN$ AB NEEDm DO NOT 9TPLK EOULDER9 DIRECTLY ON TOP OF ONE ANOTIER BWLDER9 9HpA.0 BE KET9TQIE0 INTO SPP4E4 BETNEEN &NLDER90F LONER LWR9E BACKFILL PND COMPACT EACH COCKLE P21pR TO STARTING A NEW LCU2iE AEbVE. VERIFY ALL STWKTIKAL °AIL MIDI WI1M STRWTNiAL EN911ffEQ. THIS CE916N DETAIL 19 MEPNT TO SHON DE916N INTENT ONLY ANp 19 NDT INIEISED TO TPKE Tff PLACE OF STRWRRAL EI151NEER9 REWIREI'~Nrs 1pP9pIL STEP BWL~R9 BKK 9' PER VERTILPI FOOT, NOT TO EXCEED A I ~ SLQ°E TOP''AIL - FILTER FPERIL SILT FENCE BOULDER RETAINING WALL ilYq'O 119'~TY FINI91£D GRADE CGMPACiEB GRNJOLAR eAGNnu TEN5AR Qt EWAL sEo-tExrlLE ANSI.LA2 &NLDERs (YxGk9') IJ' MININNM DERM LQMPALTm LRIFiMEO PBGREGAIE BASE 4' PERFORATED PIPE DRAIN IN A FILTER SOCK (TO DAYLIBXfI COMPPLKD G'AGRACE 119'~1'O \ ~ ~ __ ~ ~~ Q ~ -~ LEGEND - EXISTING GRAD ---------- EXISTING _ ED -50 NEW GRADING ~~~ cp +9 'tp04 ~ Nrwx TREE STRAPS ~~Cp(~' GENERAL SITE NOTES P~ I n~'\ cO ttl.IJ 6glf£BPLV WRE fril(~1'~'T~" ~~ rwlsTm TD nenTEN ''`, j 1 I ,MINIMUM 10' TO GRADE TO SLOPE AWAY FROI~~IICD NG s•MEta. TREE SrAxES _ SWALE. G'-r MULCH 2. NO LANDSCAPE IRRIGATION SPRINKLER TO BE LOCATED roPEDa nIXTURE BALKFILL NEXT TO BUILDING. 3' ~~ 3. ALL EXISTING TREES OUTSIDE E4JILDING FOOTPRINT TO Flnlsr~o BRADE REMAIN,UN.O. 4 ALL D15TURBED AREA TO BE REVEGITATED P05T ~- CONSTRUCTION 5 ALL ROOF DOWNSPOUTS SHGULD BE DIRECTED AWAY i.a65EN ANO RENOVE AT FROM THE HOUSE TO LOCATIONS THAT WILL DRAIN WITHOUT anA~' v~Am ILU"~us~FROM NEGATIVELY IMPACTING SITE FEATIRES. GRADING PLAN SCALE: PRO.BGT 0304 DRAWN BK XX cHECI<ED BY. xx SHEET Nd/MBER UILDING ENVELOPE ~ I ` i ___ ~ I /-\ - _ - __ _ I /I~ I ~~ f / ~ \ I ~, i ~ T t'- ~, _- ~ 1 ~ I I I ~ i I I I-- - - - - ~ I I 1 i I -__ I I I I t _-~ _-- _ I I i e I ~ ~ 4.1 li I I ~ I 1 ~ e ~ __ _ I I I I 92 I I ( x I3 ~~ I 8, ~. i ~ I ~\\ I ~ \ I a I I I ~ \ l i. b ~ I I I 's. ~' i j~ , L i= nrr_amc eaaP. er m~ .mil _ ~ ~_ I I _ -- ~ ~ ~~ _ ~- - '----~ r -- -- ~I I ____.~. -'_- I - -- - - - - - ---- r--_ I _ ----~ ~--~- -~--~-± ~./ -_- _---, ~ nln l _ -~--~--~-- DAVID JOHNSTON AR CHITECTSm E C A j - -F-i-- _ I I _ -. _-_ _ _ - _. I ! _ _ ~ -- -t - - j 9 I 418 as[ OOpee Ve ~ mtCO BiD611 w6-9as1444 T I I i _ _ __ _ _ _ _ a I v vn,c goo-9zo-zlee I I uox¢~~ ~ ~_~_ _ _ _ \ I I - _ ~_ _ _ _ _ _ ~' 1 i I I I I ~ _ I P - _t ~ --'g I I R8 Main Srteet Carboutlale, C0 e1623 1n 91a-963-1444 vwx 910-963-8444 I I ~i __ _-_-_ II _.. _ ~ __-__ i I I _r _~ I / II I I 1 I II II I I I I 1 ----'~4 -_.,_IF _ - _ _ I I _ ,-_____ _ _ _IT___ 1 _________J ____J._ 5 i ~~~ u I ~. _ '-~' af-w+v I I _ _ WINE ROOM loz ~a awcc ~\ I I ~\ 'J,MIC~200M I a' P \ L.~ _b ~\ «o ia~ \ __ _ ~_ _--~--_-_a-~__°~ I }- - ~ ---< I I ! ~~ ij-~-~- I r- ~ ~ w --1-/ _\ _ 11 _ L1~ \ T{. ~A\ 102 "/ ~ \ ~ z ~/ II I ~ II II a•vSc ei 'aY cwre I I i- _J I ^ __ ________ I I - wmnaM a:e.a aa. I r _ __ y_ + 6F p ' mv^Ym I YVLL LF 6taK£ / ~ I knrs ~hae irv 115 ~ y ~'/E - _~ iN+ memo % ivw mY _ ~ 7 ~u.avnmrc i 8 i_ _ ~„ - ronwnn 1--" 1~ I . -, ~ ~-~ _~_ ST R II DING I I 11 weer oz~.v o onvure I I I r~ ueoia! ~ LL„ ~ a °li 6'-69tE - Y1 4 1 ~ ~R~~ f ~ n K 13 n 11 Y / I I v I i I - - ~ ~ o _ ' ~ I _ _ --!' /~ --1 8 F z ~ i I L~~~ I I ~~ .sr ors 1 e ~ I t _ _-T--_-; I I W w ~ mb i ~ ~ "' ne I I ~ ~ I e \, -. I I / n. ~ i ~ ,~ 4 I ~ I i '. W o~ I see sorer. ~ I ~ I ~ 3~ i I W Z I '~' DEN no - I I I I I I q ~ 5 O ~ ~ II I~.xl>c.ere - i . pp a=y~ ~ ~ I ~ ~ I ~ i I. '~ w ~ I I ~~ ~ I ~ ~ ( ` I ~ I ~ ~ I I - - DRAWING ISSUE m ' I ?cAcnrtitl-N 011&p4 O 103 I i Oni9n 0erelWme^t 03-N-04.. }~ 118 ~ I. I P<rmit Set 04]2-04 -~} '4 . 'S-A ~ _ _ __ _ _ I _ - ,~ _ _ ___ ._ ._I- q Nogrcs:Set a&2a-09: aner:yet a>-u~a I 106 \l01 IOH ~ N me Qaige 0]-2)-04 P l C0. I \ I I rc m~mry OB-06L{, - u _ I _ i - I _ ~ __-_ _ RLV fPEtNE I ~ I i I $~4 C st OaJrmnent Set 09-3SM I uo-es FY_. ~R++e4ii° 1o-15-W. IgY~'e y yy I ZEE Y~RB F•C ,: _ ~ 3F'ae• r y Ivai' ~ nb a I ~ro ~ wm~AlldCi - LOWER LEVEL PIAN ~--- BUILDING ' N ' ' CO I =t NuV l+ a 3 ~ ~ ' 6 s aa-. f' 1 I I EN`/ELOPE o>o* i ~ i i I I mwwx ar: Dania ch~~_ I ' j ~ ~' ~' PITK~{V '' ~ 8UIL01 G ~ ~~ ~ LOWER LEVEL PLAN ~, ' ~ ~ va• = r-o° Z ~ - ast• as > A ~ ~ ~ `~ .~ s __ D G H BUILDING ~se - -~ s-~~... - . -erg, o~ - __ _ ~ 6 eq. - - .~..,?'.-~ - - - - - ~ - O cNVELOPE I i ! I e ~ -~ -- \ -- 9 Z Y zs _- - _. ...- -- -__ - b'~f ~ ~/. ~..:. ..n -- -sre..vcm ~~ a - T -_ ~~~ F ~/ -_ _ ..., :---I-~ ~ -.--.--. OAftCHITECT STON IN - - -.-~ ' _ I - _. ! ~~V I ry~ aie Eml Cppptt AVe I 1 13 /- '~ HIS ~ \ _- - 1-~- _ ~ Smte 2068 ~. M-GHFWIGl~I! / r j/ I a ~ _- _ I ~_1 ~ I II 3s I° 1~ 9n 4 ~ I \}. 3 pen. 0091611 ~ 1 qI Lss /---~ , I .~ _~ \ / I ~ I m92o gas 36a4 3 I 1 dI waver ~ // // \\ \ Ili ~ ~ I \ ~_ -_ /~I -t •. \\ - ~ I I 3 ~ fAx 9)0920-2186 j ~ I ~ ~ n III M.p(STER SUITE 3A~-H ~ti 313 ~ ~ ~ ~ ~ ~~~ ~ ~\ ~ j ~ .% c ~ ~ 95831aI0 $VtFI _ _ j II r ~ r I _ n~ _ I II ~ccnµl 910 - ~ 1 ~ I n I CarbondalS CO 81623 _ m 990-vz)-2aa4 _: I I - - iw ~m,-a ~ I \ / f / ~ ftx 9)0.963-9444 zs I ~' Y MASTER SUITE , ~ j I se I f _ I s a Ni' r 3b ~r V/ ~~6AR.1Fr I v~ I - - zaw - _-~'L __ ~- w °I ~ _ I i s3' } ti_ ~ x vvlnr ~ 4 --_ a o. - J...a: ~e ~~,\ 'I'fi _ zl~ -- + _ - F \ ~ 4 /~ /~ 5 -`Tans'-e• - - MUDROGM \ \ _ , e xeus I I .s<} nz-03i n I sW }' n zit ,- , ~'Ztwre 3n j ~, \ ' \ °I ~J n w.re nw3• ~ o v\ z 4 i ~,.1 a,o3 x,., I /( v t ~ 13 I ew+a wa~ ~ ~V p ~ I R zw - - n I w j }. - 5. ~ zo ~- -- - \ L I _ - _ zoo ~ i 1 S ~ ~ wwow X ' - ~ Enu. a• u'-"'°"+mr. a I/ \ I I ___ 4~.. 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Rtvrsiaum 10.15-01" I 8 131. ~ ~' \ \\ / / -~ / i ~ I.t~° 158X FCF ALL ~11 I ~ \`/ I I I a+mxow lwr. ~vwras. is „ ~ \ ,sue ' ~ v / I I ! ~ ~ BUILDING ~ L IN p~ ' 'S~ ~_ 310 v / ENVEI GPE rxa~xa. o3w I i ~ °~~ ~ / ~ ~ I p~ ppp r Daniel efry:,mn / ~ ~ I I iNV4 }S $5 LU'u~t~ I O t H' ib' i na / 1 I I py I A.~«eow, xivrvw s .Fwoces >9r~ - \ e j j 1 i ~V ~~ c=Wr nre,a. vee ice. --.- ------- ~ - I , \ - ---- -- ------ -- -- ------- -- - ~ DERA Z 'bA ~ B ~ MAIN LEVEL PLAN Z UILDING ~ ~ j ---- --- -------- ENVELOPE I --y-=. . n.-=4. ~ 3~ ~: .- . _ _ 3 n}' 9 nl I I ~~ I I 5 ' I I ,~ °~ _ I I I r ! XI~ I '( I I \I^\ rsWF B3pv s~sr sr sl e I I \ \ \ \ \ \ I I ~ ~ ~\~ A I \ I i ~ ~ j \Ni I ~ ~ I ~. I °1. \ I ~ ~ ~'---- z sa - - - ~5 I aa~i, xccF ae orv 3/6° PaCP BELOVI _ or ____ ______ DAVID JOH NSTON ~- - I ARCHITECTS m 410 Eazt Cooper Ave Z Suite 2068 Aspen. CO 81611 3 900-925-3x44 rut 990-920-2186 958 Main Sktt4 Caabontlalt CO 8]623 Q ffi 990-963-9444 /\ ru: 910-96]-8444 .arrow mam~wuR~pwW.r1 .wnuru,:p~a~wabre emm vevemnso~s wv pmemJ~gp~ mawa:M1 auexmnmNRWMwmMnsuT / ~ ~ I o~ v ~ I OQ ~ ~ o ~ I ~ O I ~ jam. ~ ns}' e'e9 I -~--~ p }- O Z w 300 I R ~ I ~J ' Q N _ ~ 3 } °-1p, I i S ~ 31 I W w C 'y} FFIGE B H I w ~- k \\ MUSIC ® +ue T ~ r I e \. 1 ~ \ \ j 3oa n .,\ \ \ .~\ p9 .rm ~ sm ~ xc~ I I / ~ W \ ror¢5 ~o ~ r--__ _ _- \ ~ ` _. _ _._ _ _ ~' N \\ '\ FETAL rzA1LING. ttP _ \ ~\\ I I \ /i// \ \ ~ b I I ~ O / \ ` / I I \ J / I ... \ \ \ OFFI 9JIiE 313 I ' I Z ; 1 9Ci ____ J/~ Gty~ -] / GAerti 311 n I - \ I / / \ I V / / AV 1 I I o ~ / / \ ~\ %/~ i I ~ I ~ DHAVUNG ISSUE `. \ /% - k6anaiclN onleab` . i y\ wns-s.. I I O r ~ Desian ikveluammt oa-29-M' I /\ \ li P<rmi[Set 00.23-04': ~- i \ \ I \ \ i, 3o i V Name CM1alge 0]Y3-04 I I Relmmrv C0. p8-85-p} \ ///1111\\\ I ~ sL OOCUmmt Sel 0&35A4 4. il j I' eaanwanv rn ~ O1nm 10.1SOf ~~~ f ~ r I r . 22 I I I " 99 v£ I I i ~ i I 1` BUILDING +~U~ ~ ~ ~oOq UPPER IEVELPVW 7 i ENVELOPE vawccrxo: olds i ~ ~ I ~ I xPAWN BY: OanrclERryvsm ~ o e~PITKIN CC~N _ ~. _ . _ _ _ _ T i BUILDING DEP RTME _ ~~ ~ B -- ---- --- --- U ~ C7 PPER LEVEL PLAN ~ J ' ~ Z . r-a /a ,~ ~ ;a c t~ t7 ~~ BUILDING ENVELO°E I t I -r 1 I 9v - I _ 1 f ' 9g~ ~~ ------flAV10 lOHN5TON Afl CNITECTS m 418 Eat Cooper AVe Sui[e 2060 2 - 6 I Aspen. C0 816ll I iR 9>0-926-?444 _3 " ~ I aAl 9]o-9zo-zle6 - ]sa Maio Stint farbovdal4 CO 81623 4 In 9]0-963-9444 6u 9]0-963-8464 ~~~~~ - -. . ,~il ..i ~ f V I i ~ 1 ( 1 ° 4 ( I i I 6 I I 1 1 I ~ I ' ( i ~- BUILDING \ I 1 NVELOPE I 1 ~I I ~ ~ ~ O 4 ~ -- z --._ - -- ---- -- ------ - I ~ ~f ----- -- -- ---J \ e ROOFPLAN B *W O `/ Q O O 2 ~~ d S W > w w \ / a J N 2 ~ Z... _- _. ~\ 6 r • O' ~ DRAWING 75SOE Schematic l-N 03-18-04 Oesi9n Oeve'apmeM OYSM Pttmit Stt OL22-04 Prtyreu Set 9E22-01 own:~ o]-n-on name aan3e o]-21-06 rarm a.rcco Denson Const Oc[ument Yt (9-2506 NOli~v; xrnzwc® lo-lsw I. ALL 200F5 ArzE ItlY-GOMB45TI&.E z Ioe r~.r-rnP[ ft00F PLW a -3 ^ -(5 Ne: 1V 06 BY: 6+nie iEhryuem ~ ~ ' Nnv n ~ .,,.,..- w~o-an ~+e~.maw+ 0 me+'wx e.cyaax w.e+»mnamaeeu~* Ixs.~.a~emx•aad ~e",wro,.awvam®an.w. ~ ~-e..,.~a~Mnx G 3~ veer. vroo siorv ' ai ~ r-' "~ z"1 "9 aR 01 DAVID JONNSTON ARCHITECTS a 418 East Cooper AVe Sane lace open, cro et6n m 9]o-9z9-3444 FA%9)0-92o-2186 958 Mam Stltd Carbontlale, CO at6b m 990-963-]444 - vwi 9]0.963-8944 ' wrnumws .e~aryeti4~ .n.ab..e..~arpgeMamq mtxeEyeeas ~amdn.++A. au.,p..a.aroa wzxw+v a+aryenwaa ~ewx.wwar~wa~ro ~,,,.aaao-.>w.,~gM ~mrc w.mux ~zew ~z s-ave su 9a c,w QQ w~n~.smm~nc suee wcrfv~ T o B ~ag F.A~~.~ o Au., 4a~~ 0 o DR,~n ® XCGZ C~w¢YCVD 51du5 o ~.,.®~r~.~ Q 9iN MD CEDAR VY.`Cp S~iX3LCTi O VP%i. eO. R1 P-0.LIDAR YWJO &OIM6 l (/ G®M'KKD Tab IOS G.AY TCP Vpa QQ +ex.~see ~ernv veer. ;~o~ smiN~ JOiN'~PWTS a iFNJEftS (BC'NINp) NORTH ELEVATION ~ u4~=ra _~~/ ~- 1 LOY3 WJ-L 1 f^! P TIAL ELEVATION 2 'I`~1° e LFJ.oEx5 c,>P Hi~T~ v roe ~ 'v `W o O v ~ O w ~~ W ~ w N a W J J ~ W Z m DRAWING ISSHE xMmarK i-rv oz-iao4 Cesi9n 9eeNVmem uszsa rermir xt oazz-a Pm9resssN oc-zz-o4 own<.r,x9 a3-zz-ue NamECMtge 0]-zI-W RNiminary C0. OB-U6-Of ConSt Oocummt Set 08-25-M flnisiara m 10.1SM EIRERIOR EIEVATIDNS d1i '4" No: Obi b BY: OanzlE Feryunn AVID ION NSTON ' ARCHITECTS x 418 East Cooper Am ~tGAS~ Sui+e 2068 --8ft6'-~O •/3' " t¢ 9)0 925836444 fA[ 9t0-920-2186 750 Maw Street cveRRame, co etsat R ~~~'$ iti 9ID-96i'/444 FAi 9t0-969-8444 .~uo-rs.a aAig+..~vemWe rteh~rt,I.mm3m ..~dFwxw~xm*~Y^fw's mz.kiaacrt'omannrtnrsrx axpgn< wutrwaa~vv~fw.4~ HAT91N.lY.aE\9 QI SLLYE VGTB StO.E SILL ORCM De s, vrs sE..v c~Fm~o~~w p xw w.~ wrzowc»oa ~ R.~EV,.aP~ 9O O .OR 9fMKE 1`I00> 10 WMIL GEOA¢eLl'O ~APNS Q ~u.xleEn xmvnw w~~~s Ou s REV rmat rwJ sriNZl2s O YE¢t. QV. cn W.LG9AR 1-049 YDIY6 c®AR Y6?~V ifs 1Q5 Gtnr TOr vm Q n!:c. (SffVtinlJ ~1 PARTIAL SW ELEVATION va•=,n '~ Y : ~! J t , ' ~ • . . ~ . {~~ ~ ~ J r (J ~clsn~.s rxuoe Q V O i !'. i ! R20POSE0 GRPDE 1/ ~ ~ Q p ~ --SSE°Y - W ~ K W W J ~ a W ~ J J ~ W Z Z CJ g ', DNAWING ISSUE S~ematie l-N 03-1H-04' 'Onign Oenbpnml 0?29-00 P<emit k4 OF22-M Ro3ress Set 0622-01 aw~erssn at-zz-ea Name CFenge 0>-21-0F Prclimirmnc.p. oa-BH-oa come omamm+sn oB-zsol 'R~smnsm ~a-+s-w ,~ - ~ - ERIOR ELEVATIONS • ° " =1 -0 ~H - +~ PROI[CINa- N04 14 -d t~ /~~~90.4WN BY' Oanrtl Efeyum V J f . 4 }:~ ~~ ~ ~ ~ ~ ~ ~ gg II ~~ ~4 ~TJE ryl! ~C ( B~ ''/ ~ ~] V~, G~-nS'1 ~ I iaU~~G~iSV O ~ ~ 8. ~ a~K ll~ Qi 5 ar vo¢R Q su cz cwp Q9 A•57MfEiIG 9NPKE RttVMS ® XG S~fw l4PPER RGGFiN6 OS FiASXINs © d+ONg EME4 TT90.~^M Q NJM.GAO W)OOWGCCR OH RS. CPOAR HMO Q9 oP. CR YWKE nMO ® MR~L G~PR 4WUJ SIpXS IQI A/~'En ¢EDVIXO ROILINs lO1 iNMfD ~®A¢HCYN SiuNHLa Q VMr. Bp OV W 4®M)YZJ 51gxS lO9 G®0.Q Y:'WO tab IS GLI~Y T4P PoT ~b,~~~4~------ 0-~Rr?i?~--------- ~ APvs~- '~ia~ r~~;~stsoof_ ~T~o.f~~4c PFOPG'~cri Y' 049'-6' ~SaARACI_L`]ELd_- ~1~~~=G. ~b~P-ra~ S~~` ~~~e~'-~~~~ ~l~a~ 6UA~RpDP~AYiL PEF y~~b1Q6 r3a'-3Y~y/~~ Y tl161 ~9 3/9~ E%1! }p Y~@D,~s°~ ~tl15~9 O/4° A-b~~YS9a&" WEST ELEVATION 2 I/<' =1'tl ~~ _-208iP6£~ ®H141~--~p2~F~A -- _ _ T_2PL11=~8169`-3 3l4'v / ~. Sf2AA29.~+ipO~d-~ _ _ ~'n.Pla¢ n tilw~ $ 13~J?~~' - - -0AVIO JOHNSTON ARCHITECTS z 418 East Cooper Ave smle mae Aspen, CO St611 rz19)0-925-3444 the 910-920-2184 158 Main 9trex2 Carbondale, CO 81623 m 910-963-0444 Fax 91P-943-&144 aro.w+ae. .~enu`sw .w~a~eR..i~mela~ ~~aeiM1aiGa'N mym mw [ka./eY%wJMVtiamebw ----~i°v ~J,_ uHAwlNU I~~uE xnema<~e i-rv w-rea+ Rzi9n oe.NOpme.t o3-soa rem,u xl oa-n-o4 Progress xt OF22-04 OwndsSN ORR-04 Namc [Tmgc 0]-2]-M Reliminary CD. 88MM Conrt. COCUme+rt Set C&25-M flervsions® 10.1SOa Y>-may EX(ERIOR EIEVATN)NS Uvirel E. kguvn NUV i 'a~ ~ .~~ PITKIN J BUIL[31NG u<•=,'a 1~~~~ v Dr -. pAVID JOH NSQON ARCHITECTS a 418 Fan CooRer AVe Suite 2068 Axpery CO s1611 ifL 9)0-915-0494 RS 9)0-920-218fi ]58 Maio Stleef Carboudale, CO 816].3 RL 990-963-9444 FN 990-969-8944 ~~ a~munrcarymaa m.wnMm,emrar~uawa.w e.wangmm.. iam>ne p>~~vr pverk rvnm~ W O Q n ¢ ~/ O Q O O w d J "¢ ~ > ~ w w a W p J N Z W Z O = QQ n•smncr sua~vxrixs usss ® s ire ~o-++cofxn vooFwe Q e>a¢ mwvur» © ecoxm w~nee wo oarc~eo~r ~ xu+. clb wroawooR Q Rs.c®wa rmo O1 OF ORY E~WJ ® rrnuz. cons yxv s~wrvs Q rzecLn.mraorerA a+~uw Q srn!ua ra+ae acm vnwa~ Q KnT. ~. ON 6D. GSM Wwv SiD:IYS ® G®MINTA Tab iQs cur .cr rnr 16 194L. (S£OEfrV ,DRAWING ISSUE knamar uv o~-ie-o9 Deign Oavebgnmt 03-na1 Pnmit Stt o9-II-W RO9rtss Se[ 0833-01 owaerzs.c m-naa A :Name Cnan9e 0]-n-Oa ~a F -. R<Iiminary CD. 0&W04 ~ -. Const. Daummt9et a9-3iw >v`~ u ~ 2QOR ~~ ~ )q~ ~y ".EXTERIOR EIEVAT10N5 ~I~Vg1~!?j.f~~~}1Y SAY P0.NKT v03Oi ~UIIDi'19IGD~,t~AR?~1ENT~^wDD• ~K~E~9~ ~~ I~ ~, o: ^ .~~ ~. ~UPf'~E2 I FUEL 1 2004 C~sJ~IT-~, ERgRT~ENT N3VW.~`Id3Q JNI®lifl8 1~1Ri(lOJ N!}illd b00Z I N(i(' ~16~0'~PpER LEVEL 4' bI51F~ ~ r1AItLLE~LEL - ~LO.,~.E.,, ~LOlyER LEVEL : ~~('`^~ 126 ______________._--.t I MEGl+. 9 i RTTiUGTf. t.. ' iMwtlu"mPx^ pupam~nex Ja1e WpiHdhMi F~^wE~IXVkµdbvn aMw atimNM Mn Me YetifiMpbkal. Noltddeikq 4+'Ti a+vSanmGa ~,Ine[ue MM"w~ep~e.nt~ wplMnupa/b.NbNem Atl'6tla It i 9NOwaELr:15o ____-___-_Y__-~-___~__________________ O ~ _-~~ I I 1 6 s Q ~____________ ~ ____ _ I _ 1 ___________________ v K O ~ ~ j TFENGli DRAINS- ~- __ _ Q - SEE DETAIL I ~ ~ nalssNEEr -_ ~_ -~_ -- O _ ~ ' - ~ ------~----:--- - ~- J ~ i v ( I ~~ I I I I 1 I I I 1 ~ TR NCH DRAIN DETAIL xNC r . r-tr 2,4 it NATORGOURT 219 SNOWh>EL.T•1~76.5F. TYARO Z08 i DECK 206 SNOYAtELT•750 S.P. DECKS 905, 906, 9il SNOYN4ELT+27S S.P. LOVER PATIO 119 SNOWMELT:150 S.F. TOTAL 5NOVAIELT•9p00 9.P. 0r DAVID JONNSTON ARCHfTECTS a 418 Eart Cooper AVe State 2068 Aspen, CO 8i6ll iFt 9]0-925J444 fAC 9io-920-2186 ]SB MWn Street Cetlwvd^1S CO 016]3 ra 9]0-963-]444 iR 970-963-8944 Prclimin4q CO. 08-08-04 Const D^ament Set 08-25M SNOWMELT PIAN PROIELTNO: cma SNOWMELT PLAN __ *'""°" OMWN BY: OnINE ferguxn 1!a^=r-o^ ~N.T.4: ttFOlX~,b t+ocrva iseea ow rore1. 3,oco i - 44, ~' Q ~. s `~ y'~~ _ W ~+ ~ JV j"'1 :~3 ~ ~ fu.f J ~ ~ ~ JUL 15 2005 ~ 4a FORCODECOP~Pt.iM1CE W m ~Ua rT 2' S °°~~ " _ ~ SN~IJ ~'I^c~l =• R~ DBAwIN(i 155UE ' / /~E ~/, ~ ~ ~ 7 hTemefrc iJV 0.t-1604 [~ 1.1 U Oeslgn Rwbpnent 03-28-04 J Pe~mnxt oa2z-a ~~Ve / ~r° ~JUL '14 2005 P~IJn ~O~~YBu(Iding ~~ ~26~0 ~ -~ ---~ s~ Elm. ABO. :.5 . ~~ E •. .. 'a,' .. . a ' . . . I I .. :' ~ '.. a ~. ...a • ,:. s .. • a= . • y.. . •• • . n ~ ' . aa. . .. .. .. - • ~ • ~ ` ~.'. ; . .. • P ~ . . • , : '~ ~ . • ..< . '.. s~ , a. ' ` , a' . . 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